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Home My WebLink AboutTR-10837 i Town Hail A nex � ZTO{f�, d4375 Roue 25 Glenn Goidsm:ch. President N ��.� p O Box '-'79 ;as �iraos ci. `ice Pc elide^_ `® JO o;d. Nev, Yorx ! A \ 3 i97 i � Eric Seoer.os-c; A4 r, gone (03:) ;bd i392 e�'. L:- G:!ioo.y. v G �O r �a_e (63�) `0� 604' E'::zaoe,'- Peeples �� • �oU0 BOARD OF TOWN -TRUSTEES TOWN OF SOUTHOLD SOliTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUST OFFEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIE BE_ INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/slit curtain 15'• day of construction constructed When project complete, call for compliance inspection,. f'pe4r+o oged��0p,, �t eQaQPe4epemre00 0 -QyPa4a4a ro9°9'0u i o o9Po0o m00 o y � , e0t9e¢°s°s° - az® orrop. oso�sores apPP p°a - pppP ! ppy - ap® a!p pq0� 'pdy°+ar ^paPP4 9 d®w m�®p�4P 9odapj: 0yP9P4 O4gpppa d `11 a. :.45,./,.L. ��,.d:'� e?44• .W., .S.,.J..;.:....h,.., �,.5...,,5.�.......�4;!,..-sin:+, i:'.i... ...d.k,'.wxv, ..4�1..�w.:.A....•!'.�......l...E.!:. �,A•,<,.,...� ..ti.�,.. _ r := � i S b, .............. BOARD OF SOUTHOLD TOWN TRUSTEES s pP. SOUTHOLD,NEW YORK PERMIT NO. 10837 DATE: AUGUST 13, 2025 f ISSUED TO: KLEIN FAMILY TRUST !f! " a,�c41 I t pp E x PROPERTY ADDRESS: 2155 LAUREL WAY, MATTITUCK r SCTM# 1000-121-4-20 E .k AUTHORIZATION 9p;jo pPwl Pursuant to the provisions of Chapter 275 of the Town Code of the Town.of Southold and in r sda j accordance with the Resolution of the Board of Trustees adopted at the meeting held on August 13,2025, and in consideration of application fee in the sum of$1,250.00 paid by Klein Family Trust and subject to the Terms . J and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: 3ot.dse s 1 � - f Wetland Permit to remove existing dwelling, rear wood deck,walkways and septic system; construct a proposed two-story,single-family dwelling with a 1,326sq.ft. footprint; a 527sq.ft. uncovered elevated yp441� i `.-.: . rear deck with stairs to ground,and a 143sq.ft.covered elevated rear deck off dwelling; a 349sq.ft. �€ covered front porch and walkway;and an I/A OWTS sanitary system and leaching pool landward of � dwelling; install 567sq.ft. asphalt walkway and parking area; install a t1,467sq.ft. gravel driveway; install two(2)drywells in front yard for new impervious structures; install a buried 500 gallon propane tank in front yard; install an A/C condenser and generator on concrete pads; approximately 240 cubic +aRa °aAA ` yards to be excavated for dwelling and septic with approximately 1,028 cubic yards of fill proposed for ,ao0;p4` backfilling and grading; the dwelling depth to be 7' at front yard and property slopes to'rear yard; for Y ode` r any trees that are removed there will be a two-to-one tree replacement using native hardwoods with a , a minimum 2-3" caliper; and to establish and perpetually maintain a 30-fodt wide vegetated non-turf a buffer area long the landward edge of freshwater wetlands minimize height of retaining walls and +L+ f s ' amount of fill on property; and plant trees and native plantings to buffer the exposed walls on the AO:pAde southeast and northeast elevations; and as depicted on the site plan(prepared by AMP Architecture, j received on August 4,2025,and stamped approved on September 4,2025,and the planting plan _ l; prepared by Cole Environmental Services,received on September 3,2024 and stamped approved on td;go, pP144 September 4,2025. ti 1N WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, 1 and these presents to be subscribed by a majority of the said Board as of the day and year written above. Q � + M d n 44+P,:• � AAgdde s ', y O� � 0�, 1—I�.P�i __$ r r' .ri:e A.6Y� .r�:'A"7' "t +iidA'6 44iao�.,, .. Ti °4��d ll8yoa :: ..'°:osddd pR+an: spdae P++eaa t.,a ee a++�a• .;°arid +++am. Aasdedd a+b+pa " :.ed b0 Ass_:9 a.. -`..1�>Oaai•.� �"� •.•d 14. :.:`�.:ai -•i:.A��.. TERMS AND CONDITIONS The Permittee Klein Family Trust, 2155 Laurel Way, 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 36 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 inspectipn and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of-the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. i SITE LAYOUT NOTES: _ >j tom t-- r-,v. !-- I. THIS IS AN ARCHITECT'S SITE PLAN b IS P �, f r I I f SUBJECT TO VERIFICATION BY A LICENSED ^f o` SURVEYOR. THE INFORMATION ARGHIETSEEGT 5 BEBT F NOWLEDGES TO THE . B Obi R U O F l f�U v I �E J { 3 f��/, 2.5URVEY INFORMATION wA5 OBTAINED TOWN OF SOUTHOLD f OLD f� SEP 3 2025 FROM A SURVEY DATED SEPTEMBER 14, 2024: e _ PEGONIG 5URVEYORS,P.G. DATEJF: �e Southold Town P.O.BOX 90q Board of Trustees _ 1250 TRAVELER STREET SOUTHOLD,NY I11MI a (63U'i65-5020 ' KLEIN FAMILY TRUST PROPOSED AREAS OF MITIGATION/RESTORATION TO BE 2155 LAUREL WAY PLANTED WITH A MIX OF THE NATIVE SPECIES NOTED L A L) R E L L, P� iG `LANDWARD EDGE OF FRE5HWATE MATTITUCK,NY 11952 BELOW,OR OTHER NATIVES SUITABLE FOR THE SITE. WETLAND BOUNDARY AS SCTM NO.:1000-121.00-04.00-020.000 TREES ARE TO BE PLANTED 6'ON CENTER,SHRUBS TO BE 4 ----- ---- a-- �" / / Z i u 4 I' /< 6� //�/ // // p DELINEATED BY EN-CONSULTANTS LOT AREA:APPROXIMATELY 0.89 ACRES 3 OC,HERBACEOUS PLANTS TO BE 12-18 OC. 30 VEGETATED � � r ON MAY Oq, 2022 /6// / // // // /j- // l j /f O_ LIMITS OF CLEARING, TREE REMOVAL MITIGATION/RESTORATION // // // // / / / // / / // // // /% GRADING AND GROUND DISTURBANCE TREES // /// / // ///// // // // / � f/ /- ~ // // // // // /✓ / rn THIS IS AN ECOLOGICAL RESTORATION PLAN // //i// Q' // // // //.e �/ // X //-/ White Oak(Quercus albs) / / / /O/ / /// � / / / //' w - DECK TO BE DEMOLIS ED0D BASED ON A SITE PLAN PREPARED BY Scarlet Oak(Quercus coccineaJ AMP ARCHITECTURE 50 FRESHWATER - Black Tupelo(Nyssa sylvatica) i // / / / / / / / / 10200 MAIN ROAD SETBACK - /'//// // // /, / / / / ld = .f_-" _ : -- EXISTING SEPTIC TO BE r- O _ 14 Red Maple(Ater rubrum) �EMOVD AS PER SGHD UNIT 3A p _' `� 1ST v STANDARDS PO BOX 61195 Serviceberry(Amelanchier canadensis) T__=_---- Black Cherry(Prunus serotina) /'• .g—-—-—-—-—- r t EXISTING WATER MATTITUCK,NY 11952 i ------- - I +"� WELL Flowering Dogwood( ornu f n ) 70' FRESHWATER i _ f ! ;-,- y - (ex 5T) 'n Dow d C s to •da --- SOUTHOLD ECOLOGICAL RESTORATION PLAN PREPARED BY SETBACKSHRUBS TRUSTEES PIER LINE COLE ENVIRONMENTAL SERVICES ON g 08 25 25 Mountain Laurel -(Kalmia latifolia) a i PROP. ELEVATED REAR Lowbush Blueberry(Vaccinium angustifolium) DECK (UNCOVERED) Pinxter Azalea(Rhododendron periclymenoides) o� Sheep Laurel(Kalmia angustifolia) /'•, _ - ( i100' SOUTHOLD TRUSTEES PROPOSED REMOVAL OF 13 TREES THAT EXIST Inkber Holly Ilex labra C ry �. I ff NYS DEC FRESHWATERS ry y( 9 ) �"• �oq SETBACK WITHIN THE FOOTPRINT OF THE PROPOSED RESIDENCE AND WITHIN 100'OF THE FWW S S0 • WALKWAYO 8 1 , -P Ik ' 07 o PROP05ED I STORY BOUNDARY. OF THE 13 TREES,5 TREES ARE TO 30'FWW BUFFER `DECK STAIR_S";e'>5 __-__-\ SINGLE FAMILY DWELLING BE REPLACED 1:1 WITH A NATIVE TREE. THE -___ REMAINING 8 TREES ARE TO BE REPLACED 3:1 Buttonbush(Cepholanthus occidentalis) ` '�; PROPOSED AG CONDENSER & } WITH NATIVE SHRUBS. ALL PLANTINGS TO BE Swam Rose Mallow Hibiscus moscheutos � \ -'` -"_ ---- ' N� �` ; �. PROP. GENERATOR W/ MIN. 5; P ( J SEPARATION 4 10' SETBACK WITHIN 100'OF THE FWW BOUNDARY. Sweet Pepperbush(Clethra alnifolia) - -- - -----"- _ I i F `'� FROM PROPERTY LINE 6 --- I vq Tussock Sedge(Corex stricto) 100' FRESHWATER \ ______ q a �! 'e. ANY TREE TO BE REMOVED OUTSIDE OF THE Woolgrass(Scirpus cyperinus) %SETBACK PROP no ry° �. �. PROPOSED HOUSE FOOTPRINT IS TO BE Switchgrass(Panicum virgatum) \% �, PROPOSED DRYWELL REPLACED 2:1 WITH A NATIVE HARDWOOD Cardinal Flower(Lobelia cardinalis) P� XISTJ TREE. Great Blue Lobelia(Lobeliasiphilitica) PROPOSED COVERED Blue Flag Iris(Iris versicolor) FRONT PORCH A 30'WIDE BUFFER IS PROPOSED LANDWANRD Swamp Milkweed(Asclepias incarnata) PROP. BURIED 5000. n6 `� E 04' 'oP- ', OF FWW BOUNDARY. Common Boneset(Eupatorium perfoliatum) PROPANE TANK -f _ - _-- PROPOSED ASPHALT >q TEST i ` WALKWAY & PARKING Joe-Pye Weed(Eutrochium maculatum) 03, HOLE SEE PLANTING LIST FOR DETAILS Sneezeweed(Helenium outumnale) AREA PROPOSED GRAVEL Golden Alexanders(Zizia aurea) DRIVEWAY PROP. I/A OWTS `�1 LEACHING POOLS �.` ; PROP05ED OVERHEAD COLE ENVIRONMENTAL SERVICES ; �� , ELECTRIC WIRE5 425 MONTAUK HIGHWAY N3EAST QUOGUE,NY 11942 �2 74.74' WWW.COLEENVIRONMENTALSERVICES.COM �---541°58'I I"E �� 631.369.9445 - ) PROPOSED SITE PLAN INFO@COLEENVIRONMENTALSERVICES.COM 9 A SCALE: I" = 30'-0" _ w 3�y1.41 a, -'�`�,. �., ,�..•-' .�-7n:,.:.� �:_..� >,.f: --� :.:- ., r �-' RROJEGT 'ZONING DATA"` '°=.,,;,., SITE LAYOUT NOTES. SOIJTHO'•, ,,_ .. . .DE:28O 20'i A I ''`.,., :..� t- �.• >, >'.i ..v �_ ar •� �, ;,��- .r �3= •air x�r .r I. THIS 15 AN ARCHITECT'S SITE PLAN Q 15 m '.'^�� ;�.# _;��;,r>',�.. +�,„� -°'3 -.�•, .. .• �c- SUBJEGT TO VERIFICATION BY A LICENSED > LOT SIZE/AREA IN ALLOWABLE TOTAL TAX MAP# 1000-I2I-04-20 SURVEYOR. THE INFORMATION 32,356.0 S.F. 2,556.0 S.F. EXCESS OF 50,000 5FA GFA REPRESENTED ON THIS 51TE PLAN 15 TO THE ZONING DISTRICT R-50 NON-CONFORMING ?a ARCHITECT'S BEST OF KNOWLEDGE. (d) LOTS CONTAINING UP TO 5,100 S.F. 40,000 S.F. MAX. E=Q LOT AREA 0.1 ACRES w w 2.SURVEY INFORMATION WAS OBTAINED ALLOWABLE S.F./PLUS z o z _ FROM A SURVEY DATED SEPTEMBER 14, 1.5% OF EXCESS LOT AREA 4350.0 S.F. I16.1 S.F. 4,526.1 S.F. 2652 S.F. Q a N WETLANDS D15TRICT PENDING w o x Q w 2024: OVER 50,000 x J O=J 7 yw,lV- F'Z PEGONIG SURVEYORS,P.G. DEC,DISTRICT PENDING m a P.O.BOX gOCI a m o oa 3¢ 1250 TRAVELER STREET _ _ r 3 50UTHOLD,NY Ilgll SUFFOLK COUNTY HD APPROVAL _ PENDING i i o x z,Z: 2000ul (631)165-5020 PLOOR`AREAS PER,SQUTHOLDIOWN GORE 51=GSION 280-20'I:(A)(I) a ,1 i o =° Q w x PROPOSED PROPOSED m W o a o w U px CONDITIONED GRO5S a Qz o LL¢Z 3 SPACE AREA w z o=Qa L A U L � � � a _ - - E__F --, �--LANDWARD EDGE OF FRESHWATER FIRST FLOOR gbb S.F. 1,326 S.F. &S o 3 5 6 Oa WETLAND BOUNDARY AS 3 i a a________ __--_a--- / / / SECOND FLOOR 1,212 S.F. 1,326 S.F. c o ¢r a o m 44 DELINEATED BY EN-CONSULTANTS �.�. 20' VEGETATED / / / / l/ /j /j /j /j /j /j ° ON MAY 09, 2022 AREA TOTALS 2,118 S.F. 2,652 S.F. MEE H.F.-8 \ _b __- / / // O LIMITS OF CLEARING omit,z BUFFER pp // 7 v '/ % r ¢Trz5 l- / GRADING AND GR •UND �• o mt LIMITS OF CLEARING _ �r r r Z z a. O � �x�'�.� .� E a o ° � // // // // / / // // // // / � / �" -_ DISTURBANCE OT;_GOVERAGE {� '� s ;�- �,� �� :z � W Q� �,� / / / / / / "� In - rn z¢'Qn. GRADING AND GROUND n�Y // // // / // / / //.e // r- _"----"- �w z w v y f k ''x� o 5a�w= DISTURBANCE / / / 'm / / / / /- �t X EXISTING DWELLIN 4 WGI�p 0 IJTHOLV-TOWN GODE,280-124 , � ry N / / / /�� 1 / w' ar x o z��r ao _-- DECK TO BE DEM L�WEMU d w%LOT w a o a $E C�j ON(FOOTPRINT) AREACOVERAr t o o E o o a o DESCRIPTION 50 FRESHWATER I �� ._ - EXI5TIN5 SEPTIC T V) SETBACK -- I 10 r�t 0 \ -;: ---- _i —————— (EX STREMOVED AS PER TOTAL LOT AREA 52,556 S.F. �, I STANDARDS LU ® BUILDABLE LOT AREA(TOTAL S.F. 31)603 S.F.r LESS AREA OF WETLANDS) !'.- ...: EX15TINO WATER � L \�` �fl--------== - - e y,� + PROPOSED DWELLING 1326 S.F. 4.2% --- --- - ----- -------------' ,, rExisri O l`) "PROP05ED DECKS AND LL u- "i0 FRESHWATER `-- -- - o-oe. ~� \I � oe' 50UTHOLD C)e o O / WALKWAYS ® DWELLING Iplq S.F. 3.2% — SETBACK ' ! I i- --- p° �� TRUSTEES PIER LINE �' TOTAL AREA OF ALL STRUCTURES 2,545 S.F. 1.4% 1IQ.8'~ (EXIST) / -- - a PROP. ELEVATED AK m MAXIMUM LOT COVERA4-1 GE ALLOWED: 20% •— + 10 __ _------ - a-' DECK (UNCOVERED) H f Q U o � --- - - 1 I00' 5OUTHOLD TR IS C pry i t G'° ; B NY5 DEC FRESHWATERS SETBACK Q a REGULATIONS MAIN BUILDING - � " , WALKWAY '- g* PROPOSED ISTORY -' a- O zi P - 50UTHOLD TOWN GODS 280 124; �EGK STAIRxy SINGLE FAMILY DWELLING j� PROPOSED AG GONDE ; PROPOSED COMPLIES ` -J i NW !� PROP. GENERATOR W/ pl , A ` - ' \ SEPARATION & I O' SE A$ IN. FRONT YARD 40.0' 13b' YES-- _.---------- FROM PROPERTY LINE - ie 6_ ---- IN.SIDE YARD 15.0' Ig.b' YES 100, FRESHWATER %\ PROP ! A U G 4 2025 - - __ _-_PROP.- ry;� N a !�`��r�I IDE YARDS D 35.0' 112.2' YES SETBACK \` e -- \\ a , PROPOSED DRYWELL 00 X22�ST) Southold Town MIN.REAR YARD 50.0' 14.6' YES } Board of Trustees PROPOSED COVERED V MAXIMUM HEIGHT 35.0' 24.g' Z Z FRONT PORCH W W W z PROP. BURIED 5000. �� E 0 4' ; PAP--- !� DRAINAGE SYSTEM GALGULATIONS: J Y PROPANE TANK / -— -" PROPOSED ASPHALT TOTAL IMPERVIOUS ROOF COVERAGE = I,gg5 S.F. Y W / TEST ;' WALKWAY ff PARKING I,ggS S.F.x 2" RAINFALL EVENT = 3325 G.F.STORAGE REQ.D m U) 903, - HOLE ?y<a-- �DWi !1 AREA (1) 5V DRYWELL PROVIDES 42.22 G.F.PER FT.OF DEPTH o N PROPOSED GRAVEL (2) 5'(P x 4'DEEP D.W-PROPOSED = 331.1b G.F.STORAGE PROVIDED a / DRIVEWAY �� : � �� en PROP. I/A OATS -- !� LEACHING FOOLS �� PROPOSED OVERHEAD �q• p 1 ELECTRIC WIRES TREE REMOVALS REPLACEMENT: Gay REFER TO PLANS PROVIDED BY SOLE ENVIRONMENTAL DATED JULY 2&,2025 7/J P o y �z 74.�4 ----541°58'I I"E �! i ?' .^j " � 4 i� w C) PROPOSED SITE PLAN �� 0 740$ -0'' IJ WSCALE: I° 30'-O" 01 a 5ENERAL SYMBOL KEY: N Z N W y �wa¢ EXISTING TO REMAIN I== MN FO"AMON WALL =m w 3 Fz�a NEW WOOD FRAME a¢ a U o�Wx z U)¢F= m �� ma mwag¢ a F•=y w 2 Z ZOOQv�j R NEW p PROP05ED i - a a z w Dom ' DECK � '�' 25'-0" 530 SF. m a p LL o x NNGOVERED) a w H { 1 d I N 1 R w Q 01 Z Q o WON O 3 z ¢��om \ m o za?Q0 wwk�zQ \ PROPOSED / ¢ -a o y� POVE LL w O y UW \ KITCHEN / I w~x Z l- �fV 1545F. Q \ / o gaL"wx a N N aNQ�U' W=�"�o m N O 16 N m 0 O L PROPOSED ^`ATHEDRAL MASTER W 1 BEDROOM CEILING PROPOSED hH S.F. Y DECK 143 5F. 1- \ / PROPOSED (COED) U DINING ROOM U M 127 5F. 8-10 \ G GDRAL EILIIN6 / O +j L+u \ , U c I PROP, Q FOYER _ nn,, 140 S.F. a Y X W T:�— FV m . PROPOSED I I [FFF L.I V IN6_ROOM \ p 203 SF. ` \CON6 m 0 PROP. (14)RI®MAX.825'IZA O i Iro � (13)Tr O MIN.10" DOhM jA = 4 5F °• FLAT PROP05W GEILIN6� PROPOSED pj $ATHROOM \ 44 S.F. T ELEVATOR �- 00 FLAT �i T Pv/E52 GEILIN6� to LINEN1 Vl:�K a W Q 3'-10° O . z W W } W Z o J = Y 0 PROPOSED O v BEDROOM PROPOSE Y U) 135 S.F. A O Iq'-O" LU L!y Tili � � O N Q rnT ORCH AND PROPOSED I 1 1 P�54L99pY O !�`: �, \� . p L SV� 12'-q° a'-e° R[ AUG 4 2025 r N Southold Town z � �� Lo N � sb'-lo" L Board of Trustees _-. 037 ®� (��A o PROP05ED SECOND FLOOR PLAN (HALKOUT TO STREET SIDE) w w SCALE.SAW= I'-o° o L0a W a GENERAL SYMBOL KEY: z w gx Fwar w EXISTING TO REMAIN NEW Fa1NOATION WALL m pow 3 Fz�a rmi� NEW woos FRAME n m O F 2 Q U Q U a¢ pjKa.9 U p W r a m N i F N W 'a �p�ma w 0 0 w ❑ - - - - - -El- ft°z -m z zopaaw UP I I o =aQw= I m w oapwp a a p W-p= W z zz3 s o wa p w a p S In V i wm-o3 y na¢wa J f Z 0 o RFL?Om c N awaI--ti w W O m 2 a�50 U °q ¢ .9 J ¢x3Qo oos�F I wrom I I w ay3�¢ a z¢ooF m m ga�F — — — I PROPOSED ODROOM PROPOSED _ a z Y w O 140 S.F. 6EDIROOM Ib'_IO" I I o w w a o r o xw.¢o T t-ooap fV o I U 1I WALKOUT W W To -I--+ 0 PROP. n PROP. GRADE r 12 SF. 12 sF. PROPOSED FAMILY ROOM 6 U 252 SF. co e} - o Q N cl I I LINEN 10_1• --- PROP. - :: PROPOSED LNDY. - - ' — = 00 ROPOSO i. --- — - . _ _ W Q -- -- — PROP. e-I UNFIN NNGOND. < X X .XX7XXXXX Z Z -- — - — — -- SPACE O - W W Z 151 S.F. - -- - - - --' -- -- --' -- '-- - - - Q _I- - I. - _- — o - _ • • CL L - -I�lCL 5,�„ AUG: 4 20?5 -- - - - - _ - - = - - - �r M -- - I ; u. �a — R i - _ $OU1hOld�OWf!- - - __ _ _ � C,l �_�_�?� /� cm ' - - Board afTrusteeq _ NA x ��— 0 PROP05ED FIRST FLOOR PLAN (NALKOUT TO LAKE SIDE) �l� 0 740'5 C).� SCALE.5/16'= 1'-0' ®F 9 V Q ai o a 6"THICK REINFORCED CONCRETE COVER;IF PLACED UNDER DRIVEWAY 24"DIAMETER INLET a COVER TO BE TRAFFIC BEARING SLAB &RAPLACED UNDER DRIVEWAY z _ Y DEFINED NED SURFACE COVER GRATE TO BE CAST IRON m a o w -- FZFJ -_ N NuIO W O Z J — - -__— — _ _ —_ __— _ — — _ —III—III ❑0000000000❑ � �UIraW Z ❑0 0 0 0 0 0 0❑ x OLL J w F — — �Q � III_I ❑000000000❑ III— ows�a 00000000000 I—II —III 0000000000 III III r woo3w I I Ell I=1 W z 0 oaQm ~>z x z J U) _ III_ � Oi �1=I II—I o azwx ry F PRECAST GONG. o o .1 a:�x LEACHING RING.SEE z o¢x WATER GA44ULATION5 ON a SITE PLAN FOR REGYD �{ > z Z. W O w¢ 2'-O" DIAMETER AS 2'-0" EFFECTIVE DEPTH ¢ a 0 w au S o 3 MIN. PER SITE PLAN MIN. z yo a Q N¢ PROPOSED DRYWELL SECTION GLEAN SAND 6 GRAVEL FILL log o E. F o El 12 o a awa=," SCALE:-5/16"= I'-O" Z: o 2 z a W Q o F ED U_'z k z U U N 6 O W 3 = z Z ::�-w pur1U wrxzF - aw�ao a z IL gaF.wx � JrY a a c�— � �ppacoi W T NORTHWEST ELEVATION (RIGHT SIDE) n)` � SCALE: 5/16"= I'-0" W +J U C BLUESTONE GRAVEL Q 6" BLUE5TONE QUARRY BLEND 0 UNDISTURBED EARTH PROPOSED GRAVEL DRIVEWAY DETAIL — SCALE: I" = I'-0" w z 3 � w w >; W it Ell E�] O N Q ��R U 00 ,`��$ ��p o F AUGI D 0 =:G2025 �� a , `��: �c 9 � J own �, 0074CJCO stees "9� o NORTHEAST ELEVATION (FRONT) F OF N Lii SCALE: 3/16" = 1'-0" o na W - R _ N - z N - W Y N W p H U Q J U K Q R W U p w J F Q m w¢J Y W >>Fina gW m � p=Z J� _z z z�-oQN i z O m p x m0"'a rn � oaF�U W w&�p3 O OF O W S.m-1 O N LL S Z?LL zF- �_ U U N G p W Y Q O !-r ww x < m m w0!y -- — - -- m m oa -- -_- o o �on mu CD 70 SOUTHWEST ELEVATION (REAR) ^^U`` ��•��/•�� SCALE: 3/I6"= I'-0" (D W -- --- - PROP05ED RID6_E HEIGHT 12 4 Q� a- a EC _ AUG 4 2025 w a M n Southold Town J �Z W Lu } Board of Trustees W m z � Y PROP. I5T FLOOR Y W F.F.EL. go -- ELEV.+25.2" - - - - - ; a O 04 Q Mi. sl LO �I i, O cm _ ____—_________—_—_—_—_ EXISTING NATURAL GRADE S BASEMENT FINISHED FLOO� � ®� o SOUTHEAST ELEVATION (LEFT SIDE) ELEV.+I4.0' �{d �`� Lu W SCALE: 5/16"= 1'-0" o Qa a N 2 N w X swam mwo oZ a 15"(P LOCKING a m PROP. (4) =a BEDROOM AGGE55 GONERS N N w k U' Z 1 w- DNELLING SYSTEM w/RISER a w CONTROL/ALARM = LL J w F.F.EL.=23.2' (NEMA 4X RATED) 24"m LOCKING PRE-CAST GONG. d ow0 AGGE55 COVERS COVER BELOW GRADE N m F in a MAC 50RI I w/RISER w chi o 3 w ' 10' BLOWER POLYLOK 20"m D-BOX W/ I'-O" MIN. a m w a ¢ SECURITY GRATE (BAFFLE 2'-O" MAX. W z o a 4" HOUSE MAX' I 1'-0" MIN. REQ'D IF INLET PITCH _ _ Q W=I PROP.GRADE EL. ® PROP. 2'-6" MAX. 1'-0" MIN. PROP.GRADING TO ACHIEVE MAIN DRAIN TREATMENT UNIT=20.5' EXCEEDS I" PER FOOT) 2'-6" MAX. SAS MAX. SLOPE FORo a s MIN. 20' 2 w now x G.O. I AVG. GRADE EL. ® PROP. DOWN-5LOPE OF LEACHING W Z S 3 LEACHING SYSTEM=14.5' ' L----------- --- --- INN. SITE PLAN) zz.'-" SEE w .. ¢ o S o wm-o3 Ow�Na MIN. INN. MIN. 4"� 5DR 35 INV. MIN. 4"(P 5DR 55 0 0 ¢=F m m EL.=15.5' PVC,OR EQ. INV. EL.=15.3' PVC, OR EQ. _ _ a N a a MIN PITCH 4":1' EL.=15.5' = MIN. 4"(P 5DR 55 - - - - - - - - - w o m a a z=o In MIN PITCH i":I' INV. PVC OR EQ. FLOW LINE o o w K a EL.=I5.1' MIN PITCH PROVIDE CAST IRON INV. LL w o u`i c~i BASEMENT 2" MIN. DROP EL.=17.2' PIPE EXTENDING 2'-O" PROVIDE 12" THK. (MINA > EL.=14.2' (PROVIDE END GAP MIN. FROM BUILDING BED OF SAND OR PEA TYPE LEVELING V a Z a w o FOUNDATION GRAVEL BENEATH DEVICES AT OUTLETS) LEACHING �0 W IL 1lu ) H a N a FUJIGLEAN CEN5 DISTRIBUTION BOX POOL(5) w z o m 245 NITROGEN REDUCTION SYSTEM W o o o o U REPLACE EXIST. SOIL w/3' GLEAN SAND COLLAR SURROUNDING.-Z L.P. WHEN EXIST. SAND L S 6RAVEL (5P/54 LAYER NOT PRESENT m z .� HIGHEST EXPECTED GROUND WATER EL.=6.5' 4-1 GROUND WATER EL.OBSERVED if ® TEST HOLE =5.6' �lco — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HIGHEST EXPECTED GROUNDWATER: INNOVATIVE 4 ALTERNATIVE ONSITE NASTENATER TREATMENT SYSTEM (I/A ONTS) a- o AN ADDITION OF 3.2' HAS BEEN ADDED TO THE OBSERVED TEST HOLE GROUND WATER ELEVATION TO ESTIMATE THE HIGHEST EXPECTED GROUND WATER ELEVATION. THI5 ADJUSTMENT WA5 DETERMINED U51N6 1. I/A OWTS SHALL HAVE A MINIMUM TREATMENT CAPACITY OF 440 &PIP (4 BEDROOMS). MEA5UREMENT5 RECORDED AT A NEARBY U.S.G.5 MONITORING WELL. THE VALUE OF THE ADJUSTMENT WA5 PROPOSED FUJIGLEAN CEN5 I/A OATS PROVIDES 500 6PD TREATMENT CAPACITY. DETERMINED BY CALCULATING THE DIFFERENCE BETWEEN THE GROUND WATER DEPTHS CLOSEST TO THE 2• INSTALL ALL COMPONENTS AS PER MANU. 5PEG'5. DATE THE TEST HOLE WAS MEASURED,AND THE HIGHEST HISTORIC MEDIAN LEVEL RECORDED DURING 3. A 10' MIN.DISTANCE BETWEEN THE I/A OWTS AND BUILDING WITH GELLAR/BA5EMENT SHALL BE ANY VEC MAINTAINED,OR 5'MIN. DISTANCE IF BUILDING IS UPON A SLAB. E!MONTH. SPECIFICALLY: I ^ _4. A 5' MIN. DISTANCE BETWEEN THE VA OWT5 AND DIST. BOX (WHEN PRESENT) SHALL BE MAINTAINED. VA2 '�'�1; 00 - MONITORING WELL SITE NAME: 5 6555.2-MONITORING WELL SITE NUMBER: 405550072531502 LEACHING POOLS (2) 025 v 3 -6ROUND WATER LEVEL ON MAY 1-I,2022: 52.17' BELOW GRADE Z Z - HIGHEST HISTORIC MEDIAN LEVEL DURING ANY MONTH: 28.94' BELOW C-RAVE I. LEAGHIN6 SYSTEM FOR A 0-4 BEDROOM RESIDENCE SHALL PROVIDE 500 FT2 SIDE-WALL AREA C z (2) 8'm x 6' (EFFECTIVE DEPTH) LEAGHIN6 POOLS PROVIDE 300 FTC SIDE-WALL AREA c W g j (1) 5W x 6' (EFFECTIVE DEPTH) LEAGHIN6 POOL PROPOSED FOR 50% EXPANSION - , � U) H 2. LEAGHIN6 POOLS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL). p c U. 5. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). ¢ V 4. A V MIN. DISTANCE BETWEEN THE HIGHEST RECORDED GROUNDWATER LEVEL AND BOTTOM OF LEAGHIN6 ,�� DAP a POOLS SHALL BE MAINTAINED. �®� �o( M. R� �® a 5. A 10' MIN. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. tit r 6. AN 5' MIN.DISTANCE BETWEEN ALL LEAGHIN6 POOLS AND VA OATS SHALL BE MAINTAINED. �- �� CD O Lo t[ E� " 04 PROPOSED SEPTIC, SYSTEM DETAIL �� sl f.;r- � J SCALE. �,. 0 7405 �® o � � w ®F N� o a Glenn Goldsmith,President ®� so(/��y Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ®� ®�� P.O. Box 1179 Eric Sepenoski �6 Southold, New York 11971 Liz Gillooly cep Telephone(631) 765-1892 Elizabeth Peeples � a� Fax(631) 765-6641 c®u ,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 4, 2025 Anthony Portillo AMP Architecture PO Box 152 Mattituck, NY 11952 RE: KLEIN FAMILY TRUST 2155 LAUREL WAY, MATTITUCK SCTM# 1000-121-4-20 Dear Mr. Portillo: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, August 13, 2025 regarding the above matter: WHEREAS, AMP Architecture on behalf of KLEIN FAMILY TRUST 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 April 30, 2025, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy 5 & 6 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: the removal of proposed swimming pool from application; increasing the proposed buffer to 30'; and 2-1 replacement of trees to be removed; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on July 16, 2025, and again on August 13, 2025, 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, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the project 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 KLEIN FAMILY TRUST to remove existing dwelling, rear wood deck, walkways and septic system; construct a proposed two-story, single-family dwelling with a 1,326sq.ft. footprint; a 527sq.ft. uncovered elevated rear deck with stairs to ground, and a 143sq.ft. covered elevated rear deck off dwelling; a 349sq.ft. covered front porch and walkway; and an I/A OWTS sanitary system and leaching pool landward of dwelling; install 567sq.ft. asphalt walkway and parking area; install a ±1,467sq.ft. gravel driveway; install two (2) drywells in front yard for new impervious structures; install a buried 500 gallon propane tank in front yard; install an A/C condenser and generator on concrete pads; approximately 240 cubic yards to be excavated for dwelling and septic with approximately 1,028 cubic yards of fill proposed for backfilling and grading; the dwelling depth to be 7' at front yard and property slopes to rear yard; for any trees that are removed there will be a two-to- one tree replacement using native hardwoods with a minimum 2-3" caliper; and to establish and perpetually maintain a 30-foot wide vegetated non-turf buffer area long the landward edge of freshwater wetlands; minimize height of retaining walls and amount of fill on property; and plant trees and native plantings to buffer the exposed walls on the southeast and northeast elevations; and as depicted on the site plan prepared by AMP Ardhitecture, received on August 4, 2025, and stamped approved on September 4, 2025, and the planting plan prepared by Cole Environmental Services, received on September 3, 2024 and stamped approved on September 4, 2025. Permit to construct and complete project will expire three 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. Very truly yours, Glenn Goldsmith President, Board of Trustees SOUTHOLD -.TRUSTEES No. ,- Issued To. k�e: '� �a� Tru►ST Date Address. . a155 1_.a�� ce.l �raM . M aIr1-r�cK THIS. NOTICE MUST BE DISPLAYED DURING CONSTRUCTION TOWN TRUSTEES OFFICE,TOWN OF SOUTHOLD SOUTHOLD, N.Y. 11971 TEL.: 765.1892 AM P Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone: (631)603-9092 Design + Build August 04,2025 Southold Town Trustees foil E E a V E 54375 Main Road Southold, N.Y.11971 RE: Klein New Dwelling A U G 4 2025 2155 Laurel Way Mattituck NY,11948 Southold Town Board of Trustees SCTM#1000-121-4-20 Proposed Prooect Descri tin t em�w_in�d-have been moved from the pr9�ed work and ap-plicat on: items_in green i have been edited Demolition of Existing Home Removal of Existing Conventional Septic System located in the rearyard Removal of Existing Rear Wood Deck 15' x 4',8'9"x 25'- 275 S.F. Removal of Existing Dwelling 10'1"x 25',28'2 112"x 10'2 112"- 541 S.F. Removal of Existing Walkways New Build of Dwelling Proposed IA OWTS & Leaching Pool located in front yard Proposed 2 Story Single Family Residence; 21'6"x 19',8'10"x 10'1",36' x 23'-1,326 S.F. Proposed Uncovered Elevated Rear Deck w/ stairs to grade; 13'4"x18', 5'x 32'91/2",15' x 4'- 527 S.F Proposed Covered Elevated Rear Deck; 15'4"x 9'10"- 143 S.F. Proposed Covered Front Porch and Walkway;4'1"x 810",10'2"x 910",4'x23',10'1 112"- 349 S.F. Proposed Inground Swimming Pool w 10" pool coping &drywell ;18'x 30' - 540 SF Proposed Pool Fence Enclosure;Approx.250 linear feet Proposed Pool Blue Stone Patio 127112"x 31'4"31'4" x 5' ,6'3"x 4'4",4'31/2"x 6'- 574 S.F. Proposed Asphalt Walkway & Parking Area-11'10"x 8'21/2", 26'4"x 26'5"- 567 S.F. Proposed Gravel Driveway- approx.1,467 SF Proposed (2) Drywells in the front yard for new impervious structures Proposed Buried 500 gal propane tank in the front yard Proposed Pool Equipment Proposed AC condenser&Generator on concrete pads Approximately 240 cubic yards to be excavated for proposed dwelling and septic - )v/ell;ng depth at front yard = T, property slopes to rear yard - Pool depth = 5'continuous depth Approximately 1,028 cubic yards of fill proposed for backfill and grading. SITE LAYOUT NOTES: 1 . . _ae- ,PRQ:IEGT/:ZO ISN6 Di�TA ', �z a a SOUTHO_LD_TQWN. ,O F-,280-201 .,_ .. ...k,_ I. THIS 15 AN ARCHITECT'S SITE PLAN d 15 ap �� a w gY SUBJECT TO VERIFICATION BY A LICENSED LOT SIZE/AREA IN SURVEYOR. THE INFORMATION 32,356.0 S.F. 2,556.0 S.F. ALLOWABLE TOTAL TAX MAP 1000-121-04-20 �`m W g REPRESENTED ON THIS SITE PLAN 15 TO THE EXGE55 OF 30p00 GFq 6FA o o m 3 ARCHITECT'S BEST OF KNOWLEDGE. W LOTS CONTAINING UP TO 5,100 S.F. ZONING DISTRICT R-80 NON-CONFORMING 40,000 S.F. MAX. =a LOT AREA 0.-I ACRES ALLOWABLE S.F./PLUS NNW 2.SURVEY INFORMATION WAS OBTAINED z z o _ FROM A SURVEY DATED SEPTEMBER 14, 7.5% OF EXCESS LOT AREA 4,550.0 S.F. 1-161 S.F. 4,526."1 S.F. 2,652 S.F. 2024; WETLANDS DISTRICT PENDING o a a w OVER 30p00 = LL J w F PEGONIG SURVEYORS,P.G. DEC DISTRICT PENDING > >>F m a P.O.BOX 909 w.G 0 3 w 1250 TRAVELER STREET y 6 E,5 w SOUTHOLD,NY 119-11 SUFFOLK COUNTY HD APPROVAL -_ PENDING `: i o x z J (631)-165-5020 r s ¢ z a MI, m sTc.„�..Z,r. y:��.. � x r EYn FLOOR,AREAS.PER SOUTHOLD TOWN GODS SECTION 2bO 20I(?J(U _ PROPOSED PROPOSED ,,, E CONDITIONED GROSS a E z o LL o x rn a z 3 SPACE AREA LAUREL L __ -"-' __� — —LANDWARD EDGE OF FRESHWATER FIRST FLOOR 966 S.F. 1,326 S.F. a &S o 3 p w o o 5 °O0� - WETLAND BOUNDARY AS 3 � a a��„ -- / / /< b' //�f-/! -1'' DELINEATED BY EN-CONSULTANTS SECOND FLOOR 1,212 S.F. 1,326 S.F. y o a i-,a$LL ' 14 4 1 / // / mil Ui z ON MAY 04 2022 x m z 20 VEGETATED _ / / / / / / / / / / //, AREA TOTAL5 2,11a S.F. 2,652 S.F. f 5 W z 6 O LIMITS OF CLEARING, y o W Z Z BUFFER Op f f �� 'i i � - f b/�' / // f/ // //_�f / � _ ffi 0 5�F GRADING AND GROUND LL w oz y1 —~ LIMITS OF CLEARING, DISTURBANCE .,} (� z �� sL=;�• z atsc .�.'3Y*° '4�.�a �a �`lk "i � 3� u: c�¢ GRADING AND GROUND pill a w w x DISTURBANCE Ul EXISTING DWELLING 4: WOOD SOUTHOLDaTOWN=CODE 280 124� _ n n amQ ' s sz f a z c: ao __-- DECK TO BE DEMOLISHED 5 .N a o DESCRIPTION(FOOTPRINT) AREA GOER 4GE o o �o'o a,oi 1 50' FRESHWATER �� ___.____ EXISTING SEPTIC TO BE SETBACK 1- = ______i _————— is TOTAL LOT AREA 32,356 S.F. � �-�' IO,,� O�� - - � _ REMOVED AS PER SGHD r -- EXIST BUIL STANDARDS DABLE LOT AREA(TOTAL S.F. / r=�- -"�, 31,603 S.F. -—- -—-—- - t- -_...i T" -t EXISTING WATER LESS AREA OF WETLANDS) - PROPOSED DWELLING ,326 S.F. 4 2% \ _ __ ' XI5 - r ' -70' FRESHWATER ___ ___ _ -------- y Q -- T�WELL PROPOSED DECKS AND — '� �, / � 11p14 S.F. 3.25K �--� SETBACK ; ' SOUTHOLD WALKWAYS® DWELLING ry PIER LINE TRUSTEES T R TOTAL AREA OF ALL STRUCTURES 2,345 S.F. -1.4% Wn, (EXIST) io _- - PROP. ELEVATED REAR MAXIMUM LOT COVERAGE ALLOWED: 20% �- I In: I DECK (UNCOVERED) 100' 5OUTHOLD TRUSTEES L C 0ry NY5 DEC FRE5HWATER5 — a SETBACK Q \' ZONING REGULATION5jM,41N BUILDING ,�;""<"� Q S ♦ ' WALKWAY B , ,, _P O PROPOSED I STORY 3 x s 4f __ EGK STAIRS 51NOLE FAMILY DWELLING SOUTF±OLD TOWN CODE 2$O {24 C A 4 y G `Dki�`yt5%`- PROPOSED AG CONDENSER 4 PROPOSED COMPLIES Q \♦ to / ; Nw `\ PROP. GENERATOR N MIN. 5; -- SEPARATION $ 10' SETBACK MIN.FRONT YARD 40.0' "13.6' YES ♦ _ - - =►----- ; ; !\ �' '� FROM PROPERTY LINE MIN.SIDE YARD 15.0' Ili YES 100' FRESHWATER ♦ -"--- ^ d mp p MIN.COMBINED SETBACK SIDE YARDS 35.0' 112.2' YES PROPOSED DRYWELL 00 ♦ _- PRpP.I - �'' "la la I \ _ �� 11 MIN.REAR YARD 50.0' "14b' YE5 } ' 1 EXIST) U PROPOSED COVERED MAXIMUM HEIGHT 55.0' 24A' YE5 Z Z _j >; FRONT-PORCH W.W w c = Z PROP. BURIED 5000. \� E 0 4' ; s2 !\ DRAINAGE SYSTEM CALCULATIONS: J = Y PROPANE TANK �—- _ 1 PROPOSED ASPHALT TOTAL IMPERVIOUS ROOF COVERAGE = 1,995 S.F. W g TLf) Ill EST - ; WALKWAY 8 PARKING 1,995 S.F.x 2"RAINFALL EVENT= 332.5 G.F.STORAGE REQ.b W LO 903, / -' HOLE 1,s�-- \�y;� ! AREA (1) &V DRYWELL PROVIDES 4222 G.F.PER FT.OF DEPTH O N Q PROPOSED GRAVEL (2)&0 x W DEEP DIN.PROP05ED = 551.16 G.F.STORAGE PROVIDED ¢= U. • -�� !\ DRIVEWAY "I"CO • � �"�(L.", c PROP. I/A OWTS $ --- !\ G/ y�' ba 15ti 3 ,� a �� PROPOSED OVERHEAD Ac Rm LEACHING POOLS ! ELECTRIC, WIRES a ss t\ N ROFER TO PLANS PROVIDED L N TlAL `�TED.IULY 28, � �C�,^.x^I;� '( .-225 � " ni N J AUG 4 2025 `':�''� ,>'h�'y'�5�� ' '° = a 0 PROPOSED 51TE PLAN Southold Town J w SCALE: I" = 30'-O" o a Board of Trustees W Q GENERAL SYMBOL KEY: m Z m W Y r= EXISTRIS TO REMAIN ' NEW FOIAIDATION WALL m W o Z� 3 Fz�a NEW Yd70D FRAME Q C g U U Z 0 W~ S 2 U Q Q R N -5 Q W 5!'-IO• sa o OSQ t! zOSZo gQ� z z � m NEW p PROPOSED c = <0 1 DONW in DECK N o Q 2 m m w LL O w 25'-0° (LINGO S.F. a <o LL o 3 z w F m Q wa oa 1 ! 1 1 -� a owo No I v � zaWz'o f i oz � PROPOSED \ KITCHEN �(V \ 1545F. / I - W uaiw�¢a O'^ o z Ir o o zF w w 0 \ / \ PROPOSED ^` LATHEDRALA MASTER W \ / - \ BEDROOM / GEILIN6 PROPOSED DECK Y 145 S.F. Y +J PROPOSED (C4�) U DINING ROOM \ / O ^` M 127 S.F. \ \ CATHEDRAL GEEILLIINS 1 / / 0 +JW LJ+J 71 PROP, Q FOYER — ^` 140 S.F. �: / W itt — /-� PROPOSED - a- LIVING ROOM I PROP. O 203 SF. \ FLAT GL. m GEILIN6 7 6 5F. 2-1I x I 0 PROP. (14)RI®MAX.625'NEW m (15)Tr•MIN.10" DONAI ' ` FLAT q SF PROPOSED GEILINS� PROPOSED BATHROOM _ = ELEVATOR 44 5F 5'-10" r FLAT �i T PVE52 Ict � GEILIN6 th LINEN VVI1TK00U1 W Q 0) 10° GRADE - O O° Z Z 3 ei W W ® W it Z Q' B DROOM PROPOSE 5ATHRO N U 158 S.F. O W SF. C N LL a cE PROPOSED n z-� C J G COVERED E 0 ` ft' Q PORCH AND it E gg�� a i 1 1 �549 S.F. 0 F 1 �' �� Ld h� 3� �.. ¢ Ax a AUG 4 20?9 41 CN Southold Town �1.t lr co a � N OI Board of Trustees r I o PROPOSED SECOND FLOOR PLAN (HALKOUT TO STREET SIDE) � � �37�®�� ` w w 5GALE.5/I6"= I'-0° ��`n in a GENERAL SYMBOL KEY: a y Q2 N J Y EXI5TIN6 TO REMAIN NEW PO"ATION WALL Fzza nDW WOOD FRAr¢ 2¢as F U Z C Z W O •J rw a m a NEw I I Z W ZUOQN U P W J Q F W H x =0Qwx U uywi OLLO W U II 6 Q�LL 0 F J 2 10'-21 10'-3" W m W oaF�c� 0 F'¢ ON • a¢wQ 3 Z y O W x N O W o m zQWQo x c� U N C O w 3 LL W p N U O oiw3¢a PROPOSED o g a w uo= - - - BEDROOM PROPOSED w Incai w O 140 S.F. BEDROOM Ib'_IO" I a ti m i ]iL¢o i 141 S.F. o o H p 0 LL U (V N +- _ U^` M 3'-10"—X WALKOUT r W W J TO - -J PROP. PROP. GRADE .+ ry iv GL. 12 sF. 12 s.F. PROP05ED !, FAMILY ROOM 252 5F. _ L C0 I I I LINEN PROP. P ROPOSER LNDY. P PROPOSED _ - PA 52OD - - > — =1 f --- -! >- rn Lu UNFINRONGorID. - - - - U b,ROOM ry - _ - m - < X X. X .X - Z _I SPACE - Lu it Z Z -- I, - 151 S.F. -- ... - - — — — —6— O — = _ — — — — -- — -j _ ;il- Y U LP) H— -- — — Lo N jj I LL 0' 0 'I/+ -^ CL &UG I 4_ LO ^CJ__ r II _ A — - i- - - - — - -_ —I - —I — — - �� i i I II ISOutth0ld TOINR Board of-trustees �-I I J a PROPOSED FIRST FLOOR PLAN (WALKOUT TO LAKE SIDE) '0 74 Q cJ coI- SCALE.5/16•=I'-0' �� cW9 OF N� o o 5"THICK REINFORCED CONCRETE COVER;IF PLACED UNDER DRIVEWAY 24"DIAMETER INLET a COVER TO BE TRAFFIC.5EARIN&5LA5 &RATE E FRAME;IF —_ __ PLACED UNDER DRIVEWAY z y DEFINED NED SURFACE COVER LDER AREA OR &RATE TO BE CAST IRON r m a zyo - O z F J za y W H III—III ❑00�❑0❑�00❑❑ z O.aJ. — z I ❑000000000❑ 0 �Q — II—I ❑000000000❑ III— o -Fa ❑00000000El❑ I—II R I—III ❑0 0 0 0 O 0 0 0. I I I—I I I: a m wa 3¢ II=_1IMl o�zg� z W z U O Q y III_ J� wwy ® ® ® Oz II—I 11-1 = U aazo= PRECAST GONG. J z 0 a 0 x LEAGHIN6 RIN&.SEE m '� z o�W WATER CALCULATIONS ON a o SITE PLAN FOR REOV �{ w > z Z.3 2'-0" DIAMETER AS 2'-O" EFFECTIVE DEPTH ? c o S 0 MIN. PER 51TE PLAN MIN. w¢ ya¢w¢ PROPOSED DRYWELL SECTION GLEAN SAND 6 CARAVEL FILL c o ON � o N 'ama�LL SCALE: 5/I5" = I'-0" Z. o € z a�z Q O EE x S. c� O WWL=O ¢ Q x wk'=zF xzr- a z¢ooa o aWwx y m < (! a � � winaoa rooac� W 4-j NORTHWEST ELEVATION (RIGHT SIDE) 0 �D 5GALE: 5/I6"= 1'-0" W w U 0 0 0 0 0 0 o BLUE5TONE GRAVEL Q 6" BLUE5TONE QUARRY BLEND a Q UNDISTURBED EARTH PROPOSED &RAVEL DRI VENAY DETA I L SCALE: I" _ ,'-0" co zz w LLI W LO LO y O N oo y y E D.ARC°-LLL\\\ 4i 0 5p <,� . ° AUG 4 2U25 C CV Southold Town NORTHEAST ELEVATION (FRONT) Board of Trustees (P�A 0 749c:) � ®�° o di SCALE: 5/I5" = 1'-0" �� 6 ¢ O¢ �� t \� o a W ¢ N - N Y K F z M.Q U Z O Q w x Z J ¢ UQQ�f/1 x LL J O w F U Q W J f Q N ma xF mwag-M Q r w Z 2 oxZ Jr 12 G Z U Z.Q u l W �a Fx wQ x 0 =aQwx i M.-I z a =N >lu Ll ID u �z�3 w r z w p w a a ¢ oaQFQN ¢ a yNKNO3 r N N a K w¢ Z < O w O N p 0 0 ¢r 00 � 01. a¢QrLL o � zaWao M 2H z r o 'o N ww1' W x Z o z=0 N N r U -__ _- Q .r N 1 o a R U Ll Ll - -. SOUTHWEST ELEVATION (REAR.) U :3 N m SCALE: 5/16"= I'-O" .-J PROPOSED RIDSE HE15HT — ----------------- ELEV.+58 U _ 12 — 4 L Q ECEIVE ° 00 A U G 4 2025Lu z w w rrz Southold Town --� PROP. 15T FLOOR Board of Trustees Y W � � F.F.EL. � ELEV. +25.2'1 .�-I N Q Lo CN €?. _ EXI5TIN5 NATURAL SRADE d BASEMENT FINISHED FLOOR SOUTHE?�ST ELEVATION (LEFT SIDE)--------------------- ELEV.+1+1 O-Y 0.3 �C) iL SCALE: S/Ib"= I'_O" O P M�� o W Q z 2 N W Y �wa¢ m„,O iH Qom+ O z K PROP. (4) 15"(P LOCKING 'J a p BEDROOM ACCESS GONERS z w~ 41 E=o W zo w/RISER o Z�x DWELLING SYSTEM o a a¢v CONTROL/ALARM 24"(P LOGKIN6 PRE-CAST GONG. j or 3 w O w z G J F.F. EL.=23.2' (NEMA 4X RATED) ACCE55 COVERS COVER BELOW RADE N F F w MAC SORII w/RISER POLYLOK 20"m D-BOX w/ 1'-0" MIN. w 0 3 w 10, BLOWER SECURITY ORATE (BAFFLE 2'-0" MAX. i Z o=z 3 4" HOUSE MAX. 1 1'-0" MIN. REOV IF INLET PITCH �"0`y I PROP. GRADE EL. ® PROP. EXCEEDS �" PER FOOT) 1'-0" MIN. PROP. EVE _ 0 `~W 2'-6" MAX. a a z o MAIN DRAIN TREATMENT UNIT=20.5' 2-6" MAX 5� M GRADING TO ACHIEVE N c 1 LL=LOPE FOR MIN. 20' m O.o - DOWN-SLOPE OF LEACHING, Q w z " G.O. 6. GRADE EL. ® PROP. z o�w LEACHING 5Y5TEM=19.5' W > z= L----------- --- -- - INN. (SEE SITE PLAN) N oa0?a EL.=17.9' a MIN. INV. MIN. 4"m 5DR 35 z a o w o EL.=15.5' PVG OR Eo. INV. " y a�w m ... INV. MIN.4"m 5DR 35 o o ?��o m MIN PITCH ":I' EL.=15.3' PVC OR Ea. _ _ _ _ _ _ EL=15.5' MIN. 4'm 5DR 35 z w - - MIN PITCH I' PVC OR Ea. FLOW LINE e z o !n INV. f "w_ EL.=15.1' MIN PITCH A":1' INV. U y _ a o PROVIDE CAST IRON 'c= F BASEMENT 2" MIN. DROP EL.=17.2' w o z o EL.=142' PIPE EX7ENDIN6 2'-0" PROVIDE 12" THK. (MIN.) (PROVIDE END GAP MIN. FROM BUILDING BED OF SAND OR PEA TYPE LEVELING O~ ¢ z�o o a FOUNDATION 6RAVEL BENEATH V� 0 3 a DEVICES AT OUTLETS) LEACHING �D IL p a " a 0 a H o FUJIGLEAN CEN5 DISTRIBUTION BOX POOL(S) v z wi a o'a 245 NITROGEN REDUCTION SYSTEM W c c -OW o a coi REPLACE EXIST. 501E w/5' CLEAN 5AN1; COLLAR SURROUNDING L.P.WHEN EXIST. SAND 8 GRAVEL (5P/5" LAYER NOT PRESENT 70 HIGHEST EXPECTED U GROUND WATER EL.=6.5' — — — — — — 4-) U GROUND WATER EL. OBSERVED 0) ® TEST HOLE =3.6' Q .(n — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — HIGHEST EXPECTED GROUNDWATER: INNOVATIVE B ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEM (I/A OWTS) a AN ADDITION OF 3.2' HAS BEEN ADDED TO THE OBSERVED TEST HOLE GROUND WATER ELEVATION TO ESTIMATE THE HIGHEST EXPECTED GROUND WATER ELEVATION. THIS ADJUSTMENT WAS DETERMINED USING I. I/A OWTS SHALL HAVE A MINIMUM TREATMENT CAPACITY OF 440 GPD (4 BEDROOMS). MEASUREMENTS RECORDED AT A NEARBY U.5.6.5 MONITORING WELL. THE VALUE OF THE ADJUSTMENT WAS PROPOSED FUJIGLEAN GEMS I/A OWTS PROVIDES 500 GPD TREATMENT CAPACITY. DETERMINED BY CALCULATING THE DIFFERENCE BETWEEN THE &ROUND WATER DEPTHS CLOSEST TO THE 2• INSTALL ALL COMPONENTS AS PER MANU. 5PEC'5. DATE THE TEST HOLE WA5 MEASURED,AND THE HIGHEST H15TORIC MEDIAN LEVEL RECORDED DURING ANY 3. A 10' MIN. DISTANCE BETWEEN THE I/A OWTS AND BUILDING WITH CELLAR./BASEMENT SHALL BE MONTH. SPECIFICALLY: MAINTAINED,OR 5'MIN.DISTANCE IF BUILDING 15 UPON A SLAB. E E V E 4. A V MIN. DISTANCE BETWEEN THE I/A OWTS AND DIST.BOX(WHEN PRESENT) SHALL BE MAINTAINED. - i {�`� -MONITORING WELL SITE NAME: 5 6555.2 I ,tea, -MONITORING WELL SITE NUMBER: 405830072331502 LEACHING POOLS (2) � n I I r 4 2025 Z z � -6ROUND WATER LEVEL ON MAY 17,2022: 32.17' BELOW GRADE -HIGHEST-HISTORIC MEDIAN LEVEL DURING ANY MONTH: 25.94' BELOW&RAVE I. LEAGHIN6 SYSTEM FOR A 0-4 BEDROOM RESIDENCE SHALL PROVIDE 300 FT2 SIDE-WALL AREA W W Z (2) 54 x 6'(EFFECTIVE DEPTH) LEAGHIN6 POOLS PROVIDE 500 FT2 51DE-WALL AREA SOufholdTown J U) Board of Trustees Y W g (1) 5'R x W(EFFECTIVE DEPTH) LEAGHIN6 POOL PROPOSED FOR 50% EXPANSION L H 2. LEAGHIN6 POOLS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL). o N Q U. 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). a 4. A 5' MIN. DISTANCE BETWEEN THE H16HEST RECORDED GROUNDWATER LEVEL AND BOTTOM OF LEAGHIN6 QED Af� a POOLS SHALL BE MAINTAINED. `�� g. C 5. A 10'MIN. DISTANCE BETWEEN LEAGHIN6 POOLS AND WATER LINE SHALL BE MAINTAINED. ��®� ®�� ►��' ` 6. AN& MIN. DISTANCE BETWEEN ALL LEAGHIN6 POOLS AND 1/A OWTS SHALL BE MAINTAINED. ��y ' 4• "ill!�7�� O N PROP05ED SEPTIC SYSTEM DETAIL o J W SCALE,NM ®3%w0 f �0� o i1`d�� F ti a 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management July 28,2025 Board of Trustees Southold Town Hall Annex N rA � � � � �-- 54375 Main Rd. P.O. Box 1179 Southold, NY 11971 G 4 2025Re:Klein Family Trust Southold Town2155 Laurel Way oard of Trustees Mattituck, NY 11952 S CTM: 1000-121.00-04.00-020.000 To Whom It May Concern, The proposed project at 2155 Laurel Way in Mattituck requires the removal of multiple trees on the property. We understand that the Trustees require that any tree taken down within their jurisdiction is to be replaced at a minimum of 1:1,and we support the intent of maintaining vegetation cover and ecological function. Due to the site's specific ecological conditions and development goals,we respectfully propose a modified replanting strategy that includes tree replacement coupled with the introduction of a diverse native shrub layer. We feel it would be ecologically beneficial to replace some of the trees at a 1:1 ratio and replace others with native woody shrubs at a ratio of 3:1. The subject site is heavily wooded with a dense canopy. Several existing trees lean dramatically to reach sunlight,suggesting canopy overcrowding and competition. In contrast,the shrub layer is notably sparse with limited vertical diversity as shown below. The lack of mid-story vegetation reduces habitat complexity, limits food sources for wildlife,and decreases the property's ecological resilience. For instance,some birds prefer shrubs for nesting while others use tree branches. The introduction of a diverse shrub layer to be planted at a ratio of 3:1 will work to correct the imbalance and increase habitat connectivity. 425 Montauk Highway R East Quogue, NY 11942 Environmental Consulting (631)369-9445 AUG " 4 2025 Wetland Project Management Southold Town Photos 1 and 2—Tree Overcrowding I Board of Trustees I i t�4 I t t} !F, Photos 3 and 4—Sparse Shrub Layer V �f y 5' Native shrub layers provide beneficial food and habitat for wildlife. A well-developed shrub layer can provide nesting habitat for birds,shelter for small animals,and nectar sources for pollinators. Specialist insects and native pollinators are a vital part of ecosystems and can establish symbiotic relationships with the proposed native shrubs. Native shrubs provide nectar, pollen, and larval host sites for insects, and in turn the insects assist in pollination and nutrient cycling. These insects form the base of food webs for many birds,amphibians and reptiles. By increasing the density and diversity of native shrubs, we will in turn create essential habitats for wildlife that are currently lacking on the property. 425 Montauk Highway " East Quogue,NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management The establishment of a diverse shrub layer will also encourage the formation of a healthy ground or litter layer at the property. The proposed shrubs will produce fallen leaves and other organic matter that provide shelter,foraging grounds,and pupation sites for a wide range of organisms. The ground layer provides temperature regulation, protection from predators,and access to moisture for many animals. Organic matter plays a key role in nutrient cycling and,therefore,soil health, plant health, and ecosystem stability. The introduction of native shrubs will also promote natural forest regeneration on the property by creating favorable microhabitats for native tree seedlings at the ground layer. Therefore,the creation of a natural litter layer will assist in improving the ecological integrity of the site. In addition to the habitat value native shrubs provide,they also play a critical role in stabilizing soil and preventing erosion. Native woody shrubs have fibrous root systems that reduce sediment displacement during heavy rainfall or flooding events. The vast root systems will support infiltration by allowing water to absorb into the ground rather than flowing down the sloping property into Laurel Lake. Native shrubs are critical for capturing and breaking down excess nutrients like nitrogen and phosphorus before they enter surface and groundwater systems. The introduction of native shrubs would significantly improve the site's ability to protect and enhance local water quality. In short,the introduction of a shrub layer would contribute to ecological resilience and biodiversity of the subject parcel and, more widely,the Town of Southold. Sincerely, Summer Looney (� Cole Environmental Services ® l� AUG - 4 2025 t,�� Southold Town ;;ri �:r,. �?nl.I of-rnistep-9 Tree Number Circumference Type Diameter at Breast Height(dbh) 1 213" Pine 8.5" 2 711" Oak 27.0" 3 118" Pine 6.0" 4 4'2" Oak 16.0" 5 115" Pine 5.5" 6 115" Pine 5.5" 7 118" Pine 6.0" 8 5' Oak 19.0" 9 3'2" Pine 12.0" 10 1'1" ? 4.0" 11 113" Cherry 5.0" 12 412" Oak 16.0" 13 3' Pine 11.5" 14 312" Oak 12.0" 15 218" Oak 10.0" 16 1110" Pine 7.0" AUG - 4 2025 Southold Town Board of Trustees SITE LAYOUT NOTES: a I. THIS 15 AN ARGHITECT'5 SITE PLAN d 15 z a SUB.EGT TO VERIFICATION BY A LIGEN5ED w a o R mw OR. THE INFORMATION F a.9 a REPRESENTED ON THIS 51TE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. .=a U Dw 2.SURVEY INFORMATION WAS OBTAINED z o,w X,i� FROM A SURVEY DATED SEPTEMBER 14, coi a< vi 2024: o�aaF LL J 0 J ❑w� 2 CONIC.SURVEYORS,P.G. �00ma P.O.HOX 909 w ce o 3 + 1250 TRAVELER STREET W,YS>z J SOUTHOLD,NY 119 m O"II z S,o a w (651)'765-5020 < w a aazo= w 13 a O W U 2 0 C O S z=3 L p, U R L L K __-- -- '_ P - �J---LANDWARD EDGE OF FRESHWATER =w 0 w 6 p � oaFln. WETLAND BOUNDARY AS H a W a 4---I -------a""-�� o w o N o DELINEATED BY EN-CONSULTANTS a=Fom y" c ON MAY OQ, 2022 a < LL — L __ ,� - w zQz=o .00 ' \\ �- -6-- -- - _ `'b I _ ---_� ; O LIMITS OF CLEARING, o W. 0 / -- - O GRAD INS AND GROUND =_ <o ° - - H __-- - D I STURBANGE LIMITS OF CLEARING, r- W�=z GRADING AND GROUND a w ¢ DI5TURBANGE 'e J dr w, EXISTING DWELLING $ WOOD o z m W o `� aoH, / DECK TO BE DEMOLISHED z winaoa 50' FRESHWATER _- 5 =o o a SETBACK r _ _- 4 EXISTING SEPTIC TO BE - 0, Q` - = I _ _—---_ - (EXIST.REMOVED AS PER SGHD "'- STANDARDS --� AREA OF EXISTING - VESETATION 9�4'—-—-—-—- %r•_...i T '1 EXISTING WATER ------ -------------' �`_ • I WELL '70' FRESHWATER oe-~ 50UTHOLD SETBACK TRUSTEES PIER LINE 4--j If } U/ _ :_ ,a i coPROP. ELEVATED REAR 4-1\__---`_----—- ; i DECK (UNCOVERED) + {l I 100' 5OUTHOLD TRUSTEES U C ry PROP. �� ;� $ NY5 DEC FRESHWATERS �0 - ' �o SETBACK WALKWAY-8 mN Si \DECK-STAIRS , P >x a PROPOSED I STORY Q i " , \ x\y`� __- SINGLE FAMILY DWELLING O cc ` PROPOSED AG CONDENSER 4 PROP. GENERATOR W/ MIN. 5; Q SEPARATION & 10' SETBACK G PRE�\ FROM PROPERTY LINE 100, FRESHWATER P. SETBACK I Id ry1 (Aa ";a ',' PROPOSED DRYWELL 00 APPROXIMATE LINE OF W a EXISTING VEGETATION %q p,Q \ PROPOSED COVERED V ` Vie° 10 i FRONT PORCH Z Z i C1Q �y>y I W w PROP. BURIED 5005. �m. ` �� `\ W z PROPANE TANK E 0.4 -— ' pgOP__ --_ \ PROP05ED ASPHALT Y N g >q ,,TF-5T "r :\ WALKWAY 4 PARKING W HOLE *ys�- \ AREA (�` ��J U PROPOSED GRAVEL lJ v o N Q DRIVEWAY o PROP. I/A OWT5 4 ` _-_ ', q '' LEACHING POOLS �. ; PROPOSED OVERHEAD _ �`j IY: a ELECTRIC, WIRES -UG- - ZOZS� 0 \ 22 i G I -- outhold T&Uf .�4�4 ' —_541°58'I I"E i\ Board of Trustees - - LO i SouYnold Town 04 ` Board of Trustees c PROP05ED 51 TE PLAN 50ALE: 1" = 50'-0" a 0 OFFICE LOCATION: 0 `S®UlyO MAILING ADDRESS: Town Hall Annex -"` = P.O.Box 1179 54375 State Route 25 >> Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 rG'> �' ," Telephone:631 765-1988 . ' fir.. 'DIVA LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold-Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: July 15, 2025 Re: LWRP Coastal Consistency Review for KLEIN FAMILY TRUST SCTM# 1000-121-4-20 AMP Architecture on behalf of the KLEIN FAMILY TRUST requests a Wetland Permit to remove existing dwelling, rear wood deck, walkways and septic system; construct a proposed two-story, single-family dwelling with a 1,326sq.ft. footprint; a 527sq.ft. uncovered elevated rear deck with stairs to ground, and a 143sq.ft. covered elevated rear deck off dwelling; a 349sq.ft. covered front porch and walkway; and an I/A OWTS sanitary system and leaching pool landward of dwelling; install an 18'x30' inground swimming pool with 10" coping; install a 574sq.ft. blue stone pool patio; install a pool drywell, pool equipment area, and ±250 linear feet of pool enclosure fencing with gates; install 567sq.ft. asphalt walkway and parking area; install a ±1,467sq.ft. gravel driveway; install two (2) drywells in front yard for new impervious structures; install a buried 500 gallon propane tank in front yard; install an A/C condenser and generator on concrete pads; approximately 296 cubic yards to be excavated for dwelling, septic and inground pool, and approximately 1,028 cubic yards of fill proposed for backfilling and grading. Located: 2155 Laurel Way, Mattituck. SCTM# 1000-121-4-20 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 action is INCONSISTENT with the LWRP policies 5 and 6. 1. The pool in its current location will sit in the groundwater. The test hole was dug at a much higher elevation near Crescent Way. 2. The grading proposed on the property will impact drainage patterns and vegetation in this Critical Environmental Area. 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 .*r. ..., ti... ..i 4'v..f . ..,...:ve. (.�.. "o^. .:, �: t'::b. A e ..f,':, x,. .. ., :<;:' ! .y ry�,�..:;. K i. ".+ _.N .s .Y r.s�.v ..-.� ..f._l. ..<. .:..y.. ,..„..,. ...-...F'� a. v C.a :>,.:_. f ".AQ _.•k.w yY` rl,},. JV a P. 4,r F,,sR" h... �.:"".:.., .S .. , a.,. ,+P., t .:t. . n ..3 >.i, fi .. •°`` ,i' #... '" <+✓" I t.,:..r. SITE LAYOUT NOTES. s.:, s „ r / r SOUTHOLD ,TOWNmGODE,.,8,. ( .)(U .IEGT z y PRO ZONING DATA I. THIS 15 AN ARCHITECT S SITE PLAN 3 15 3 SUBJECT TO VERIFICATION BY A LICENSED LOT 51ZE/AREA IN ALLOWABLE TOTAL TAX MAP# 1000-121-04-20 m a„o SURVEYOR. THE INFORMATION 2356.0 S.F. 2356.0 S.F. z 3 EXCESS OF 50,000 6FA 6FA o o W REPRESENTED ON THIS SITE PLAN IS TO THE ZONING DISTRICT R-50 NON-CONFORMIN6 ARCHITECTS BEST OF KNOWLEDGE. (d) LOTS CONTAINING UP TO 5,100 S.F. g a aQ r 40p00 S.F. MAX. LOT AREA 0.-1 AGRE5 °S 2.SURVEY INFORMATION WAS OBTAINED9��, = z o W ALLOWABLE S.F./PLUS z o z FROM A SURVEY DATED SEPTEMBER 14, a "a s ui 2024: 7.5% OF EXCESS LOT AREA 4350.0 S.F. I?6.'f S.F. 4526."i S.F. 2652 S.F. WETLANDS DISTRICT PENDING = 8 us�w F OVER 50,000 0 0=a PECONIC SURVEYORS,P.G. DEC DISTRICT PENDING >>Pir F m a P.O.BOX 909 IL 3 W 1250 TRAVELER STREET SUFFOLK COUNTY HD APPROVAL -- ---- PENDING F o=z 5 3 SOUTHOLD,NY I19"11 ,z z°oaw (631)165-5020 z o a FLOOR'AREAS PER SOUTHOLD%TOWN GORE SECTION 2B0-2G'1(r4)(U a a = U =maw= PROPOSED PROPOSED m 13 o LL o W CONDITIONED 6R055 y � >0 z o 3 A I j/{ `(�`-'I SPACE AREA W F z w o w a L 11 U 4 ---- -Y__�, LANDWARD EDGE OF FRESHWATER FIRST FLOOR 9b6 S.F. 1,526 S.F. a ` ` z Q °w°N a WETLAND BOUNDARY AS .0 W.E o m < ---- -- 4--- / / SECOND FLOOR 1212 S.F. 1326 S.F. - ----_ _ _ ___ / / // / // �/_// /� DELINEATED BY EN-CONSULTANTS w o a a r W �4�'I � // // // // ON MAY 09 2022 E m �Zwa° 20' VEGETATED / / / / / / / / / / / AREA TOTALS 2,1"16 S.F. 2,652 S.F. W w K 0 0 0- BUFFER uh rc y a / �\ , ' b/, / // // // //_ 1 LIMITS OF CLEARING, _ a o / GRADING AND GROUND w W o w 7- LIMITS OF CLEARING, ,� //j//j /j/// /// //j//j////// / j/ / H' --_-- DISTURBANCE LDT:GDVERA6E x aN3�� / / -`t rn GRADING AND GROUND Y / / / / / / / / / ---- s a g a W w= /,e / X -- r- DISTURBANCE �� / / ,m / / / ' / /- - EXISTING DWELLING 4 WOOD 50UTHOLDTOWNGODE,?SD;124 ,r a �� // , // / / /_ f l 111' DECK TO BE DEMOLISHED % LOT a w w o DESCRIPTION(FOOTPRINT) AREA COVERAGE 50' FRESHWATER __-' EXISTING SEPTIC TO BE SETBACK Ln r O \ ^r---- _ ------ ^ PER SGHDS.F. � 10 � � /~' '' '- - '_�=T— -- (EXIST. REMOVED AS TOTAL LOT AREA 32356 5F - ---- STANDARDS BUILDABLE LOT AREA(TOTAL� S.F. �, I 51,605 5.F.- 1 EXISTING WATER LE55 AREA OF WETLANDS) \ -=v - 26 S.F. \� __ 6 WELL PROPOSED DWELLING 134.2% 70' FRESHWATER -___ __ - - j--— - ! o-, I�,e ,'_ iexlsv WAL ® DWELL PROPOSED DECKS ING 1,019 .F 5 . 5.2% oe __\ a�� oe/ ~ SOUTHOLD KWAYS SETBACK ' - TRUSTEES PIER LINE o- J � � TOTAL AREA OF ALL STRUCTURES 2 345 S.F. l 4% m +J / \ PROP. ELEVATED REAR MAXIMUM LOT COVERAGE ALLOWED: 20% + to ----- -- - k-`� I DECK (UNCOVERED) - _ U �NYS DEC FRESHWATERS SETBACK Q (n ZONING RE6ULATIO.N5,.MAIN BUILDING WALKWAY I 9*_ PROPOSED I STORY 0 ate -P ° SINGLE FAMILY DWE 50U LD TOWN CODE-280 124,> , x , 57 V�EGK STAIRSx5�_��--- - L LLING �N ♦ `D4 IF&ov PROPOSED AG GONDE PROPOSED COMPLIES Q I � ♦ � i ;�,� '� !� PROP. GENERATOR W/ l�fgl � SEPARATION 4 IO' SET5\ IN.FRONT YARD 40.0' 73.6' YES J FROM PROPERTY LINE ; ' i !` , �i� A U G 4 2025 IN.SIDE YARD 15.01 19.8' YES 100 FRESHWATER PRO I��`� ♦ "- ----- w �DY`l SETBACK 1 \♦ - PAP �loa "a ! `L-n IDEGYOARDIS D 35.0'' 112.2i YES PROPOSED DRYWELL I 00 22 Southold Town MIN.REAR YARD 50.0 "14.6 YES } CD 8� `\ xisTa Board of Trustees V PROPOSED COVERED MAXIMUM HEIGHT 35.0' 24.9' YES Z Z >: /�" ♦ ��°~ 10 I!f FRONT PORCH W W It z PROP. BURIED 5000. PAP_ !� DDDRAINASE SYSTEM CALCULATIONS: J Y PROPANE TANK 5T - r - _ PROPOSED ASPHALT TOTAL IMPERVIOUS ROOF GOVERA6E = 1,995 5.F. Y W g = 9 - . 1,995 S.F.x 2" RAINFALL EVENT = 3325 G.F.STORAGE REQ.V > , WALKWAY PARKING U - 03, ti HOLE - ��l^;/ AREA (1) 8'Q DRYWELL PROVIDES 4222 G.F.PER FT.OF DEPTH O N Q PROPOSED GRAVEL (2) 5V x 4'DEEP D.W.PROPOSED = 53'1.16 G.F.STORAGE PROVIDED Q �_�� DRIVEWAYa. �yy� o PROP. I/A OWTS & �� - - !! PROPOSED OVERHEAD ' t LEACHING POOLS ` 1 ELECTRIC WIRES TREE REMOVAL s REPLACEMENT: ®' ��_�� `�,jt a �$ 22 !1 N REFER TO PLANS PROVIDED BY COLE ENVIRONMENTAL DATED JULY 26, 2025 ! JQ 9)1) '74.74' 541'55'11IIE �1 '" - � N 1 PROP05ED 51 TE PLAN �`�3°� 74�� 5GALE: 1" = 50'-0" o a O ENERAL 5YM80L <EY: =y W .1 O -� m W �- I-1 EXISTIN6 TO REMPJN r-= NEW FOIAIDATION WALL F i Q3Q NEW WOOD FRAME !n N 0 W o 2 UQQQ�UI �UKQW 5T-10' J o W s �CO f m O oa 3 K 2 Z 2U O.1In NEVr 0 PROPOSED �x o s g a LL I DOWN ' DECK t°QIn 550 S.F. i a Wo Ir o S (UNCOVERED) y z 3 0 a F w a 01 z � 0omoNwQo s a w�-o3 o o WO R �WOa \ m W zaz o o u o ¢ oWZ \ PROPOSED / ¢S Q o _ \ KITCHEN 1.z.00 zm �(V IB45F. oaiw�aa \ / a W o F- \ o o o o a coi \ / \ / \ PROPOSED / n` liJ GATHEDRAL MASTER � \ / \ BEDROOM / GEILIN6 PROPOSED rte S.F. Y DEG c 145 sr, PROPOSED (COS) W U^` DINING ROOM \ ( / W 127 Sr, 8 \ \ CATHEDRAL CEILINC, / / ° +j '-10' m I PROP. Q FOYER — 140 S.F. x X y X X in — PROPOSED LIVING ROOM I I \ FROP. p 203 S.F. \ GL. GEIL�IN6� 7 0 PROP. (14)RI o MAX.8.25°NEW V 0 in (13)Tr a MIN.10" DOWN in 9 SF. J FLAT PROPOSED CE LIN6� T BATHROOM PROPOSED ttl 44 S.F. \ V-IO° _ ELEVATOR r ` FLAT \ �i T PVP52 It (t GEILIN6 \ m LINEN WATKOOUT a W Q 3-10" GRADE O O Z Z � } 0 W C � z PROPOSED PROPOSE O 5'-b° II'-9° I Y g U BEDROOM LLL I3b sF. THROO 19'-0° W 915F. rl 7 � PROPOSED `�,, � y Q CV � O O PORGH�AND fV 0 E I �f I� ®e'�� p WALKWAY VV �1� �.( V�JI. ® �d+ t a 3490 S.F.s.F. ° l; a " ,�•o "- R�, 0 EAUf4e2025 CN z , ; Southold Town i N Board of Trustees c PROPOSED SECOND FLOOR PLAN (WALKOUT TO STREET SIDE) ®F i VI Q SCALE,5/I6"= 1'-0' ` o a� W 2 OENERAL SYMBOL KEY: Z, W y O EXISTING TO REMAIN �' NEW FOUNDATION WALL zo 3 r=� NEW MOOD FRAME U Z O¢Q wO r Z. U Q J U m wFo R r W j��fL1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 11 NEW z z 0,Wt Mm UP I z�ogQw 1L aaz❑ U U rL a W LL Z 10'_3" e o a F uwi csai F _ pc�a w¢NO3 • i O _ &�E Opmf 12 y awQ�.i w o f zazQo o c -9 Q U YI 2 O W� �S3Q0 Ipi��Il~1 U O PROPOSED ga�wx - - I BEDROOM PROPOSED 140 S.F. BEDROOM Ib'-10" m o o o o fV I � 3 I � I � � I _ a U D WALKOUT - C\W LL M J TO +1 PROP. m PROP. GRAVE 12 5P. 12 S.F. PROPOSED FAMILY 2 BROOM v C I O Q � r Q P. Ln FF I I X -1 LINEN : PROP _ - -- - - - -- - - O 0 - - - _ - PROPOSED LEVATOR Q - - 00 - - = --- 45- - - E PVE52 _- - - --- - __-- - -- - -- ROPOSiA-THROo >. __ --- - - -_— _ - _ _ w a - - - -- - - PROP. LU -- - UNFIN.NNGOND. m X .X X .X Z_ Z J � -- - __- - 5� cflx -_ - - - - - - -_- - - -_- -' - - --_-- - W W_ Z Q Q= - -- 5_2° - ill-3' - -- - - - --- - - - -- -- - - Lo O N Q 7-,7, CL C-p - r �67® a t i W -- -- -- - - -- -- -- - - - -- - -- - - -- -- -- - --- - - -- -- - - - -- - I O -- uthold:Town- -o i _— __ .`l N _ -- _ _ - - - _ _ — _ __ __ = Board of Trustees- 'u ,xa- � -r d 1 � PROPOSED FIRST FLOOR PLAN (WALKOUT TO LAKE SIDE) 1�A 03a�o� a � o a 6"THICK REINFORCED CONCRETE w¢ COVER;IF PLACED UNDER DRIVEWAY 24'DIAMETER INLET a _ COVER TO BE TRAFFIC BEARING SLAB &RATE 3 FRAME;IF :n — GRASS 5HOULDER AREA OR PLACED UNDER DRIVEWAY w g Y DEFINED SURFACE COVER GRATE TO BE CAST IRON m w o — oow3 O J K U�7NC y3 _ -III—III ❑0000000000❑ . . xU¢aw ❑0 0 0 O O 0 0 0 0❑ - s 0 S w G NQ I—III—I _ ❑DDDDD0000❑ III- j ��Z Wa -III— ❑000000000❑ I—II > >�¢ma a —III DDDDDDOOO❑ III III a my3w II—III I z�oay OZ_ �I_I IIIIII o aa=o= I PRECAST GONG. o o N-0<LL x GROUND LEACHING RING.SEE a o w TER GALGULATION5 ON a w a o LL z 51TE PLAN FOR REQ'D z EFFECTIVE DEPTH k' z w O W a 2'-0" DIAMETER A5 2'-O W N o s mu 6 wx_o3 MIN. PER SITE PLAN MIN. w n¢W a PROPOSED DRYHELL 5EGTI ON °LEA"SAND ° GRAVEL FILL o o i�E=o t2 o w E F', 51-ALE: 5/16"= I'-0° w o f z a w Q E _ Ezr_zr- U U N C O W S z 2 y z S 3 op�4,F 0 a?€ao a z it aw j N N a 2 0 0 0 Q W V w K C \ b W V Ir 0 E o O p p a U 4-1 NORTHHEST ELEVATION (RIGHT SIDE) Cn)` M� 5GALE: 5/16" = 1'-0" W W 0 0 0 0 0 o 4-1 BLUE5TONE GRAVEL Q ' b" BLUESTONE QUARRY BLEND a- Q UNDISTURBED EARTH PROPOSED &RAVEL DRIVEHA'f DETAIL SCALE: I° = I'-0" 0o >_ cn — Z � � W � z 7r MIFF ED ED Ell Ell ED w :3 O N CQC paw J G AUGID E 4 2025 �FLf) 0 Southold Board of Trustees 'QJ. 037406 �® o NORTHEAST ELEVATION (FRONT) OF N��° SCALE: 5/16" W Z N W Y Z N N W m Z O w- Z p Z JQ V 0 p K Q w x LL J 0 W J Woo;� a mk'LLsw�j m N O=2 J W m �Q wN = e aLLzw= LL u� O LL O w m Z O ErO QZz=z a0Wa a m oWaF(� ay� wzso3 Z Q O W O N a Opm r m N 6 m Q�LL O f 2 Q W Q 0 � x m �z zr w w k�Q U N R Wzz z Q O -- — - a In a �ao�o LI 0 I IL:J] L� LI SOUTHWEST ELEVATION (REAR) N m SCALE: 5/16"= I'-0" 4—j ------- ---- --- --- PROP05ED RIo6E HEIGHT —-—-—-—-—-—-—-—-—-—- ELEV.+38 U — -- 12 .u) — 14 Q� a Q 777 Q 00 AUG 4 2025LL� LL� u >: n SOUtf dd Town Z w w Board ofTrusteeS W a J 0 � Y PROP. 15T FLOOR Y LN F.F.EL. � F- - ELEV.+23.2' O N Q Lo a 0,3 o J _ _------------ --- EXISTING NATURAL GRADE 6 BASEMENT FINISHED FLOOR �a� °D ELEV.+I;i-O op �� o 50UTHE,45T ELEVATION (LEFT SIDE) � lu CALE: 3/Ib°= 1'-0" c a 4 z 2 N W Y �wam m w O O O W PROP. (4) 18"(P LOCKING a BEDROOM ACCESS COVERS =o.0 DWELLING SYSTEM w/RISER 05 c w CONTROL/ALARM oHmWF F.F.EL.=23.2' MEMA 4X RATED) 24"� LOCKING PRE-CAST GONG. = w ] Z ACCESS COVERS COVER BELOW CRAVE m N F in a MAC 80RI1 w/RISER c~i o 3 w 10' BLOWER POLYLOK 20"� D-BOX w/ I'-O" MIN. a m W a x ~~'gw MAX. I'-O" MIN. SECURITY GRATE (BAFFLE 2'-O" MAX. W z a o<m 4" HOUSE REO'D IF INLET PITCH Ew -a F M. PROP.GRADE EL. ® PROP. N 2'-6" MAX. EXCEEDS�" PER FOOT) I'-O" MIN. PROP. GRADIN6 TO ACHIEVE o a a z c MAIN DRAIN x a w 5� MAX. SLOPE FOR MIN. 20' o o TREATMENT UNIT=20.5' 2'-6" MAX. o x o DOWN-5LOPE OF LEACHING N z 0 Z 3 AVC. GRADE EL. ® PROP. z o x W- LEACHIN6 5Y5TEM=14.5' L- ---- --- --- - -- INV. (SEE 51TE PLAN) y s oaS?Qa MIN. INV. MIN. 4"(P 5DR 35 INV. MIN. 4"m 5DR 35 0 o a o m EL.=Ibb' PVG OR EQ. INV. MIN PITCH J":1' EL.=15.5' EL.=18.3' PVC, OR EQ. MIN. 4"d 5DR 35 - - - - - o m z a z=o i MIN PITCH ":I' INV• PVC OR Ea. FLOW LINE 5 o z k o EL.=18.1' MIN PITCH I":I' INV. = o w 3 y z - mx ao BASEMENT PROVIDE CAST IRONZ>< 2" MIN. DROP EL.=17.2 Z�.Z PIPE EXTENDING 2'-0" PROVIDE 12" THK.(MIN.) w a o EL.=142' MIN. FROM BUILDING (PROVIDE END GAP = F F. '. z w a a BED OF SAND OR PEA TYPE LEVELING FOUNDATION V� o g xa W w= GRAVEL BENEATH !u w FUJIGLEAN CEN5 DISTRIBUTION BOX DEVICES AT OUTLETS) LEAGHIN6 LL p w z otJ POOL(S) 245 NITROGEN REDUCTION SYSTEM POO w c ..1r o ti O N J F Y if 0 0 LL U REPLACE EXIST. SOIL w/5'CLEAN SAND COLLAR SURROUNDING L.P. WHEN EXIST. SAND 4 GRAVEL (5P/54 LAYER NOT PRESENT m 4-1 HIGHEST EXPECTED P . 0 GROUND WATER EL.=6.8' — — _ _ .— — m 4-1 GROUND WATER EL. OBSERVED ® TEST HOLE =3b' Q (n — — — — — — — — — — — — — — — — HI6HEST EXPECTED GROUNDWATER: INNOVATIVE 4 ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEM (I/A OWTS) �- AN ADDITION OF 3.2' HAS BEEN ADDED TO THE OBSERVED TEST HOLE GROUND WATER ELEVATION TO ESTIMATE THE HIGHEST EXPECTED GROUND WATER ELEVATION. THIS ADJUSTMENT WAS DETERMINED USING I. I/A OWTS SHALL HAVE A MINIMUM TREATMENT CAPACITY OF 440 GPD (4 BEDROOMS). MEASUREMENTS RECORDED AT A NEARBY U.5.6.5 MONITORIN6 WELL. THE VALUE OF THE ADJUSTMENT WAS PROPOSED FUJIGLEAN GENS I/A OWTS PROVIDES 500 CFO TREATMENT CAPACITY. DETERMINED BY CALCULATING THE DIFFERENCE BETWEEN THE GROUND WATER DEPTHS CLOSEST TO THE 2• INSTALL ALL COMPONENTS AS PER MANU. SPECS. DATE THE TEST HOLE WAS MEASURED,AND THE HIGHEST HISTORIC MEDIAN LEVEL RECORDED DURING ANY 3. A 10' MIN. DISTANCE BETWEEN THE I/A OWTS AND BUILDIN6 WITH CELLAR/BASEMENT SHALL BE s_ _ MONTH. SPECIFICALLY: MAINTAINED,OR 5' MIN.DISTANCE IF BUILDING I5 UPON A SLAB. `"4. A 5' MIN. DISTANCE BETWEEN THE VA OWTS AND DIST. BOX (WHEN PRESENT) SHALL BE MAINTAINED. —bf- MONITORING WELL SITE NAME: 5 6558.2 0- MONITORING WELL SITE NUMBER: 405550012331502 Zz < I- GROUND WATER LEVEL ON MAY 1-7,2022: 32.1"1' BELOW GRADE LEACHING POOLS (2)- HIGHEST HISTORIC MEDIAN LEVEL DURING ANY MONTH: 2&A4' BELOW GRADE I. LEAGHIN6 SYSTEM FOR A 0-4 BEDROOM RESIDENCE SHALL PROVIDE 500 FT2 SIDE-WALL AREA -- LJJw � Z _j G(2) 8'(P x 6' (EFFECTIVE DEPTH) LEAGHIN6 POOLS PROVIDE 500 FT2 51DE-WALL AREA `S W g (1) 5V x V (EFFECTIVE DEPTH) LEAGHIN6 POOL PROP05ED FOR 5096 EXPANSION U H 2. LEAGHIN6 POOLS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL). o N Q 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). a 4. A 5'MIN. DISTANCE BETWEEN THE HIOHE5T RECORDED GROUNDWATER LEVEL AND BOTTOM OF LEAGHIN6 SD AR �a o POOLS SHALL BE MAINTAINED. ®� ®�� 5. A 10'MIN. DISTANCE BETWEEN LEACHING,POOLS AND WATER LINE SHALL BE MAINTAINED. N L °Add 6. AN & MIN.DISTANCE BETWEEN ALL LEAGHIN6 POOLS AND I/A OWT5 SHALL BE MAINTAINED. �� ! ®' 5s f N 1 PROPOSED SEPTIC SYSTEM DETAIL ;i� J 51TE LAYOUT NOTES: PROJECT f ZONING DATA z m 50UTHOLt7 TOWN r: 260-20 7 (A N I. TH15 15 AN ARCHITECT'S 517E PLAN b IS w 3 Y SUBJECT TO VERIFICATION BY A LICENSED LOT 51ZE /AREA IN ALLOWABLE TOTAL TAX MAP # 1000-121-04-20 ro w o SURVEYOR. THE INFORMATION 32,356.0 5 F 2,356.0 S.F. ii -- -....-- a z w 3 REPRESENTED ON THIS 51TE PLAN 15 TO THE EXGE55 OF 30,000 GFA GFA --- --- -- � ---- �I - � - --- ZONING DISTRICT � R-80 NON-CONFORMING 'S ARCHITECT BEST OF KNOY%LEDGE. (d) LOTS CONTAINING UP TO 5,100 S.F. 40,000 S.F. - _ MAX. LOT AREA of AGRE5 Z a w 2.SURVEY INFORMATION WA5 OBTAINED ALLOWABLE S.F. /PLUS -- -- -" - O z _ FROM A SURVEY DATED SEPTEMBER 14, Ili 7.5% OF EXGE55 LOT AREA 4,550.0 S.F. 176.7 S.F. 4526.7 S.F. 2652 S.F. WETLANDS DISTRICT PENDING o a 2024: I� OVER 30,000 _ o w o r a PEGONIG SURVEYORS,P.G. DEC D15TRIGT PENDING o m a P.O. BOX qoq - - --- -- m w a 5 1250 TRAVELER STREET SUFFOLK COUNTY HD APPROVAL PENDING e z z a N SOUTHOLD,NY I Ig71 a?w (63I)765-5020 FLOOR AREAS PER WUT14OLV TOWN CODE,SECTION 260-20"t(A)(()a a z = aazo "' Ng LLx PROPOSED it PROPOSED ( o =o&w CONDITIONED GR055 z < w z 3 SPACE �'; AREA (s w >Z Z= �� o Zwow¢ PROPOSED 18'X30' F - - - - INGROUND SWIMMING L ?, U i� L L �` —' LANDWARD EDGE OF FRESHWATER FIRST FLOOR q66 S.F. 1326 S.F. �I a .a o a - 5 °Q WETLAND BOUNDARY AS -- - - - w1 a d i s¢ POOL W/ 1 O" COPING _,_-- f" / / Z SECOND FLOOR 1,212 S.F. 326 S.F. ° t~~$° 4 - -P DELINEATED BY EN-CONSULTANTS _—. _ — -.... -- _ � " a z=o 20' VEGETATED ON MAY Oq, 2022 m / _ Q AREA TOTALS 2,178 5 F. l', 2 652 S.F. BUFFER 0 // > / �/ '/6 % /b//j ://>/ / / / // / /f O LIMITS OF CLEARING, - �=3ao 0a=,, // GRADING AND GROUND .0 �zFZ� LIMITS OF CLEARING, // / // // .// // // // / // a- F ,1 _- - DISTURBANCE LOT GOVERAE+E, m Ewa / / / / / / / / / / V; -- zoo GRADING AND GROUND X ffl SOUTHOLC7TOW CODE 260-I24EXISTING DWELLING W OOD M o aw NZ=DISTURBANCE a w F o DECK TO BE DEMOLISHED DESCRIPTION(FOOTPRINT) AREA % LOT o o o o m Pi 1 m b COVERAGE 50' FRESHWATERBE SETBACK O \ ------- (E14 X5T REMOVED ASTPER OSGHO TOTAL LOT AREA 32 356 5 F STANDARDS BUILDABLE LOT AREA (TOTAL S.F. T //[" / s r LE55 AREA OF WETLA 31603 S.F. PROP. POOL 92 ---- -- - r i-'_-�- _ __ -- - L EQUIPMENT i EXISTING WATER �- \ I WELL PROPOSED DWELLING 1326 S.F. 4 2% _—— —— _ \ r i (EXIST) -70' FRESHWATER - - e� , PROPOSED ---— - °be - a Qea woe-~ WALKWAY5 ® DWELL NG .- _ i I Olq 5 F 3 2% '�"'� SETBACK %-'; - ' ''' ry, I� TRUSTEES PIER LINE nn`` '•, � 'a �I ��8T PROPOSED INGROUND SWIMMING 540 S.F. 1.7% W PROP. POOL FENCE , Iq.B' EXIPR AR Pool - — - - -- -- Iv . ENCLOSURE / �� Ia ''' - o i OP. ELEVATED TOTAL AREA OF ALL STRUCTURES I 2,555 S.F. _ _ DECK (UNGOVERED)E C �/ , - � ,• ;-,;,; ',.';-,•,/ \ � I�I00' SOUTHOLD TRUSTEES MAXIMUM LOT COVERAGE ALLOWED. 20% 8 NYE) DEC FRE5HWATER5 PROP. BLUESTONE qI SETBACK S. PATIO UPON _ _- PROP. � PREP �°�' ZONING REGULATIONS MAIN SUIL©ING � ) WAL AY 8 o m y�, PROPOSED I STORY c SANfD JOINTS F" P ° SOUTHOLD GOWN GORE 280-124" G C _ \7ECK ST R5 *��,- _. _ _ - - SINGLE FAMILY DWELLING PROP05ED AG CONDENSER I$ pT �� PROP05EP coMPues F` �a��yt j� 'FP�P i PROP. GENERATOR W/ MIN. 5 SEPA- J A �oq FROMRATION $PROPERTY LINE BACK ---MIN. FRONT YARD 40_0' YES YES a �� MIN. SIDE YARD e _ -- n: n o \ `/ 35.0' �I 12.2' YES 100' FRESHWATER � �, - - -___,_,q P_' I Ip a �Dh1 MIN. COMBINES Is.o _,PROS .-_- SETBACK O PRo ry'rc ry a e-r� 51DE YARDS00 _ O __ a PROPOSE DRYWELL is ----- D, J 22 MIN. REAR YARD 50.0' 74.6' YES i W 3 (pR /• r _— .11 'EXIST) [-� i� PROPOSED COVERED MAXIMUM HEIGHT YES Z Z Q�°4 zo FRONT PORCH — W ® L z ' ,' \' 22 , . pRAINAGE SYSTEM CALCULATIONS: J gY PROP. BURIED 5000. n E - 0.4'� -_ PROPOSED ASPHALT TOTAL IMPERVIOUS ROOF COVERAGE = I,gg5 S.F. Y u V PROP W PROPANE TANK - -- I,gg5 S.F.x 2" RAINFALL EVENT = 352.5 G.F.STORAGE REO.'D Lo F- >9 TEST WALKWAY $ PARKING y 03 -' HOLE 22s '' ��y;i AREA (1) 6V DRYWELL PROVIDES 42.22 G.F.PER FT.OF DEPTH o N Q (2) b'® x 4' DEEP D.W.PROPOSED = 337.76 G.F.STORAGE PROVIDED PROPOSED GRAVEL d DRIVEWAY o a. PROP. I/A OWT5 4 �� ' / PROPOSED OVERHEAD LEACHING POOLS S� ELECTRIC WIRES TREE REPLACEMENT: Ia. / . ` 22 1 TO I PROPOSED TREE REPLACEMENT WITH NATIVE HARDWOOD5,b" N CALIPER 22 -��-� _ ' O �74.74' 741°58'I I a o PROPOSED SIB PLAN j JUL 1 4202 SCALE: 1" = 50'-0" o a I a GENERAL SYMBOL KEY: z w G Y ~mw0 EXISTINS TO REMAIN rz==l NEW FOUNDATION WALL o O w a� NEW WOOD FRAME Z�wr O Z J U O J x a F w 57'-10" o w° a z j F5ma o zlw Z U O Q U JQIx-W N PROPOSED NEN . a w= DOWN N DECK o LL o w 550 S.F. z O LL o?� 25'-0" (UNCOVERED) ( J z z - 13'_9" - - — iow Fo z zawQo - -- \ - / ow3z z w O N U KITCHEN / Z'-a o zc�ooa Y W-4" o o a o \ / A PROPOSED MASTER W CATHEDRAL� BEDROOM / CEILING PROPOSED \ I IH S.F. / -per PECK 1445 S.F. r \ / 4-j .� (C.OVERED) U '°" PROPOSED r�II`� DINING ROOM \ IGATHEDRAL / O W m 4-J ell_10" GEILIN6 \ / PROP. V FOYER- 1 140 S.F. ;-s cl PROPOSED PROP. LIVING ROOM _ GL. 57 205 S.F. FLAT 7 b S.F. _ h1 GEILINB� 0 PROP I (14)RI®MAX.8.25'NEW m ( (IS)Tr®MIN. 95F \ FLAT I � = PROF05EP EILIN6� I -Ll m --. - - PROP05ED ELEVATOR .F. r 00 ` FLAT i� a'' �h T PVE52 _ __ GEILINB� m LINEN `PTO UT `r O 3'-IO BRAVE / GB O 11 W Z 0 PROP05EP BEDROOM PROPOSE 5'-8" I I'-9" Q Y 9-O' W J 13H s.F. BATHROOM F_ -,- rl S.F. -__- O cN Q �� I PROP05ED I ) COVERED /�JI PORCH AND iv .. ._ _ �u + O WALKWAY ! a ;. 0O -- --- 549 5.F. 0 i �H d 1'1 J U L 1 4 2025 1 L Q 1. o H PROP05ED SECOND FLOOR PLAN (WALKOUT TO STREET SIDE) SCALE. 5/I6"= P-O" o a QENERAL 5"rME30L <E"r: lg� EXISTINr,TO PZMAIN r===l NEH FOUNDATION KALL WIN P40CV FRAME Z.oz 0- El E]l m FE-1 �-::>z 3 NEPq 0. 1,�-,01 UP on io Z<1) 0?: Z. 0. 10'-:2" 101-51. ..................... 0 z wz 0 uj Kw Z� < F6 �Z< BEPROOM PROP05ED 140 5F. F� BEDROOM wo-wo b �tl I C,�0 141 S.F. A D o j (D m HALKOUT --0 4-J TO PROP. PROF. cl"DE CIL. PROP05EV 12 12 S.F. C) FAMILY ROOM 71777= 25:2 S.F. n LINEN 2 PROP. PROP05ED LEVATOR N, 00 J d� 0) ROPOSEP 13ATHROOM ui z Z >: 7777 Z 7.7 LU ul PROP. UNFIN./LNCOND. 5PA(�E > L) LLJ Lr) Lf) 0 CN 0 0 a. JUL 1 1 2025 PR0P05r=V FlR5T FLOOR PLAN (NALKOUT TO LAKE 51DE) 51-A-Ei 5/16" 1'-0" 8"THICK REINFORCED CONCRETE ( w COVER;IF PLACED UNDER DRIVEWAY 24"DIAMETER INLET COVER TO BE TRAFFIC BEARING SLAB GRATE 6 FRAME;IF z ....... .. ....�..-. ..�._�,� ., ,_._ J. ......._nm;.... ._K:_ _...__�.,::.... PLATED UNDER DRIVEWAY w Y GRASS SHOULDER AREA OR GRATE TO BE CAST IRON r w a o .. ._� :_ -- DEFINED SURFACE COVER oow3 =J d= __ _-_...._ . - a4- Hi El DOE) - ❑n0000000n° =a .. i - - - .. wUJ. i� - ❑000r�0000c!❑ �r¢ma ��.::.. a DOO[70O C7O f�❑ I ( mwaQ� I 1 0 x Z J W r PRECAST GONG. OSROUND _ _ LEACHING RING.SEE Z o 0 w HE III I� II __. ..._-_LJ� WATER CALCULATIONS ON a Z 3 -_-- LL-�J 51TE PLAN FOR REOV ¢a=Q EFFECTIVE DEPTH 10 a F DIAMETER AS 2'-0" w 0 0 3 __. -- MIN. PER 51TE PLAN MIN. w a w — PROPOSED DRYWELL SECTION GLEAN SAND< GRAVEL FILL zF o � =wa ..-__. -- _ SCALE: 3/Ib" I'-O" � z a w z o --- -. _— uuii w k=a EXI5TIN6 GRADE ._.. ._..._ - o z a o w x ? ° z So ---- W V W K wNao}a a xw=¢o in g o 0 a o PROP.POOL 5'-0"CONTINUOUS DEPTH ^` W L NORTHWEST ELEVATION (RIGHT SIDE) PROPOSED POOL SECTION U N m SCALE: 5/I6" = 1'-0" SCALE: 5/I6" = I'-O" +/ U BLUE5TONE GRAVEL Q (D 6" BLUESTONE QUARRY BLEND c G \�/\�/V�/�A�� Q \ XX�� UNDISTURBED EARTH 77 — - PROPOSED GRAVEL DRIVEWAY DETAIL 00 -. _.... SCALE: I�, = I� I d' �- d7 W Q r-I _ W Z Z — -— — -- r�7 W w W L Lo CN 00 0 CL----- CL ILI -I Rt I d U cq j @o V 31 NORTHEAST ELEVATION (FRONT) `"LLii SCALE: 5/Ib" = 1'-0" o Qa _ i w ( a N z w z11 �? _- x=------- 'S.F m e . __,,....w..,.,a._.,A..a....nW.w.z.--�.__ .�...,.,.�.,....,.......,,.�a...... .............,�._. m._.�=.a....,,.e M e..�,......,...»m...,.,...,.M..,.e..__.. O Z J V o��aF LL J O J =�-- ---- - - O x Z J w ! az o ZZ3¢ _ J a�a�� -. L ...-._.. !wQ L:_J-1 Hill I ii I I NOS+ _. ¢XmLL 11-Ej— aw z'oS III �Z _ Qwtao I I I i — — a coo I - _ 50UTHWE5T ELEVATION (REAR) U N SCALE: 5/16" = I'-O" 4 PROPOSED RIDGE HEISHTAJ _ s ELEV. +38.q' �_.. m.�__ _ 4 --------------- 57 ` ' 9 00 IL - — -- LAI _ mod' JUL C) _ � � I Z Z r n w W ! ! J 2 = z ! ( PROP. 15T DOER L Lu J C Q L. 0 a 0 - a -- L/ N O a �.. N _ __----------__—__�_—_—_ EXISTING NATURAL GRADE d BA5_EMEN_T FINISHED FLOORAJ-\ o ELEV. +14.0' SOUTHEAST ELEVATION (LEFT SIDE) o a SCALE: 5/16" = I'-O" i Q z N g x r-mwo oaw3 FZFa I95"0 LOCKINO PROP. (4) ACCESS COVERS w/RISER a N N w Zw_ oz�x BEDROOM oaQ�vi o o a F DWELLING i SYSTEM CONTROL/ALARM 24"m LOGKINO PRE-CAST GONG. F.F. EL.=23.2' (NEMA 4X RATED) AGGE5S GONERS COVER BELOW GRADE nPxm a wo MAC 80R11 w/RI5ER 1'-0" MIN. m W Y 5 w 10, BLOWER POLYLOK 20"(P D-BOX w/ 2'-O" MAX 0.z O O Q N MAX. 1'-0" MIN. a i=w N SECURITY GRATE (BAFFLE a d z a= 4" HOUSE PROP. GRADE EL. ® PROP. 2'-6" MAX. I'-O" MIN. PROP. GRADING TO ACHIEVE Q" _ REO'D IF INLET PITCH a TREATMENT UNIT=20.5' 2'-6" MAX. a°LL l- MAIN DRAIN 54i MAX. SLOPE FOR MIN. 2p' o = G.O. 1 EXCEED5NJjI(rETtL. ® PROP. DOWN-SLOPE OF LEAGHINO INN. LEAGHIN& SYSTEM=19.5' (SEE SITE PLAN) o a L-- ---- '- oa~moo zw- a ,u,o -.. - - EL.=1-1.61' N a¢w a MIN. INV. MIN. 4"4) 5DR 35 o w s"_o EL.=Iab' PVC OR Ea. INV. INV. MIN. 4"m 5DR 35 a�'a MIN PITCH 4"W EL.=18.5' EL.=18.3' PVC OR EO. - - - - - - - - FLOW LINE w a MIN. 4"cD 5DR 35 i MIN PITCH i ":1' PVG OR Ea. z a o INN. cazkzr =a EL.=1,5.1' MIN PITCH ":I' --i0 s 3 a o PROVIDE CAST IRON EL.=17.2' " i z w BASEMENT 2" MIN. DROP EL.-14 2 - - (PROVIDE END GAP = F H w N w 3 a a _ PIPE EXTENDING 2'-O" - -"" PROVIDE 12" THK. (MIN.) a w~a o --- - MIN. FROM BUILDING \_ l BED OF SAND OR PEA TYPE LEVELING �i v 0. o Z a°w= - FOUNDATION = GRAVEL BENEATH DEVICES AT OUTLETS) LEAGHIN& IL p a z v w cr FUJIGLEAN GEN5 DISTRIBUTION BOX 245 NITROGEN REDUCTION SYSTEM POOL(S) W F �ooaOU REPLACE EXIST. SOIL w/3' GLEAN SAND COLLAR SURROUNDING L.P. WHEN EXIST. SAND $ GRAVEL (5P/5N LAYER NOT PRESENT _- U -I HIOHE5T EXPECTED w &ROUND WATER EL.=6.8' U GROUND WATER EL. OBSERVED ® TEST HOLE =3.6 -._.--- __.._.... ___ _ "..._..._ __--- -- 4 HI&HEST EXPECTED GROUNDWATER: INNOVATIVE 8 ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEM (I/A OWT5) CD AN ADDITION OF 3.2' HA5 BEEN ADDED TO THE OBSERVED TEST HOLE GROUND WATER ELEVATION TO I. I/A OWTS SHALL HAVE A MINIMUM TREATMENT CAPACITY OF 440 &PD (4 BEDROOMS). ESTIMATE THE HIOHE5T EXPECTED GROUND WATER ELEVATION. THIS ADJUSTMENT AS DETERMINED U51N5 W W Q PROPOSED FUJIGLEAN GEN5 I/A OWTS PROVIDES 500 GPD TREATMENT CAPACITY. MEASUREMENTS RECORDED AT A NEARBY U.5.5.5 MONITORING WELL. THE VALUE OF THE ADJUSTMENT WAS DETERMINED BY CALCULATIN& THE DIFFERENCE BETWEEN THE &ROUND WATER DEPTHS CLOSEST TO THE 2• INSTALL ALL COMPONENTS AS PER MANU. 5PEC'5. DATE THE TEST HOLE WAS MEA5URED, AND THE HI&HE5T HISTORIC MEDIAN LEVEL RECORDED DURINO ANY 3. A 10' MIN. P15TANCE BETWEEN THE I/A OWT5 AND BUILDING WITH CELLAR/BA5EMENT SHALL BE MONTH. SPECIFICALLY: MAINTAINED,OR 5' MIN. DISTANCE IF BUILDING 15 UPON A SLAB. 4. A 5' MIN. DISTANCE BETWEEN THE I/A OWT5 AND DIST. BOX (WHEN PRESENT) SHALL BE MAINTAINED. ' 00 - MONITORIN& WELL SITE NAME: 5 6558.2 - MONITORING WELL SITE NUMBER: 405830072331502 LEACHING POOLS (2) ' W i - GROUND WATER LEVEL ON MAY 17, 2022: 32.17' BELOW GRADE Z JUL , U Z i h W U-j - HIOHE5T HISTORIC MEDIAN LEVEL DURING ANY MONTH: 2.5.414' BELOW GRADE 1. LEAGHIN& SYSTEM FOR A 0-4 BEDROOM RESIDENCE SHALL PROVIDE 500 FT2 SIDE-WALL AREA J p = Z fi (2) 5'4> x 6 (EFFECTIVE DEPTH) LEACHINO POOLS PROVIDE 500 FT2 SIDE-WALL AREA W J (1) 541 x 6' (EFFECTIVE DEPTH) LEAGHIN& POOL PROPOSED FOR 50% EXPANSION „ _y:i °`, L 2. LEAGHIN& POOLS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL). o CN Q 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 4. A 5' MIN. DISTANCE BETWEEN THE HIGHEST RECORDED GROUNDWATER LEVEL AND BOTTOM OF LEAGHIN& a 0 POOLS SHALL BE MAINTAINED. � a 5. A IO' MIN. DISTANCE BETWEEN LEAGHIN& POOLS AND WATER LINE SHALL BE MAINTAINED. 6. AN b' MIN. DISTANCE BETWEEN ALL LEAGHIN& POOLS AND I/A OWT5 SHALL BE MAINTAINED. O N PROPOSED SEPTIC SYSTEM DETAIL SCALE:NTS o Q � o a Glenn Goldsmith,President o�� coG / Town Hall Annex A.Nicholas Krupski,Vice President off' y� 54375 Route 25 Eric Sepenoski „z P.O.Box 1179 Liz Gillooly �y • o�� Southold,NY 11971 Elizabeth Peeples �Ol �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: i z Completed in field by: N, k"'o AMP Architecture on behalf of the KLEIN FAMILY TRUST requests a Wetland Permit to remove existing dwelling, rear wood deck, walkways and septic system; construct a proposed two-story, single-family dwelling with a 1,326sq.ft. footprint; a 527sq.ft. uncovered elevated rear deck with stairs to ground, and a 143sq.ft. covered elevated rear deck off dwelling; a 349sq.ft. covered front porch and walkway; and an I/A OWTS sanitary system and leaching pool landward of dwelling; install an 18'x30' inground swimming pool with 10" coping; install a 574sq.ft. blue stone pool patio; install a pool drywell, pool equipment area, and ±250 linear feet of pool enclosure fencing with gates; install 567sq.ft. asphalt walkway and parking area; install a ±1,467sq.ft. gravel driveway; install two (2) drywells in front yard for new impervious structures; install a buried 500 gallon propane tank in front yard; install an A/C condenser and generator on concrete pads; approximately 296 cubic yards to be excavated for dwelling, septic and inground pool, and approximately 1,028 cubic yards of fill proposed for backfilling and grading. Located: 2155 Laurel Way, Mattituck. SCTM# 1000-121-4-20 Type of area to be impacted: Saltwater Wetland t/ 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.: &.c w Q y Ste+ A& woodw -! 'k(tt. .D,F tAt u A14 Sc�og a/- � �b If. f, Too 6p -90A-d /Wood6A a/cd, dat odd-5-dr . OQJ A C< lee (dP. jjtd ,,', ?eS OW /b e< VS t. e(tw Present Were: G. GgIdsmith N. Kru E. Sepenoski ✓ L. Gillooly ✓ E. Peeples • l � • 4 41A. f vii I -71 Or P�j)� - - - - �-- -:7-----, -- 4!F-0 iiC• •t '_ mow'w-- _ \ Syr �� - ' - �� _ Aloft _2.w2025 . I . 9 14 50 T t� � C�• •7 � tv A�r• y�� ++ �' �,�'A� i�i: f. `� �.I`�I � 4l �♦�fl��•-"'n. �� •1� y - Al Oki Alk lop ."_� � Ida•_ - -,,• ._ r,�r y.7: .` ,�. • -�i ` * �7. - r �_�• sr _,IRA jv IK- � +. �. ��JA'' ♦ . . ,ZI-,,.tN�''*' ��`J� r��•,1�.�^,�� 'mot �'t / '! ! R Z • .v r77 � � 4z.Vo 04. r •c..t.. ti • - • t it FF OW rV J�'�`t•� -", �•'� �h .• � key��;; -��-:t �, � �°• ,./ 'f, � .��y;,• i �'•' _ � �,• �: -`�:'�`1��";�a ,•, i] `�1, ", Yj�•f�" v;,�. =10�,,�,�,* / ,`mot �-�� .' •{'�f'�:•' .•+6`•f •Y, s -_`� � ,..+ ��i �� _. .�'� t •'fir' ��.��,�+�,�- � r� J .. '�.e� �C.�iI�-� .�.. r, ,?'i`' �,,j i � \l� Jw'✓'- fY+�. 'r, O.� .u'd3� 1 i •� 'Mr+:. �a i , `•`.e - j .{LEI-iy�,,,�.�i .i �� p j�y�� '�� • � 7� .` r�" `'•. - �'• t�, '1.,• '• '�.aa'�y�,ee -�, t � 7/�"� +� {� t `s ' �•S 9 a1 :R 'rr - Lax L,. t' •.•\_ • '� ., , i' � �(.� � ' ' /�'' � :�y � �� , 1, let VIf J, ,�-!e•�_, 's�` •�, `tee,,` * �.• �r �,�� •w .�, -.�,�,•,� ,",ems �. `. � t"op Oft S :r�44 ks� 2�025_ 7* -� 0 IL -� - , _ - _ '.` w�ti '�� r Yam- •� ' iKlein Family Trust '2155 Laurel Way, Mallliuuck le V_ - 4VA s 1 {wy I F f •�} , 2025 . 7 . `� 9 14 : 541 ram . f 1Mr T ► ht ., sfi' �� . .Ak 40 a •• ,, -1 -t•:� r j` 6 f °- -•'�, Yam' /�.y�r lu Awl :►, + .� _ �:.,� � _ , `�• - '�1 * -S. +eta �- imp 76 4. 1 LAW w�` � * '•'3�yK' �.. •. yam.,✓ y,� 'f•}s`' r I ��+' �'5 . T� . • 14 54 u E� c'}-.x�-rO�.,_L,D.z'�.^ a.,''w�i.ce.`...x.,..; r-•s,_r. -. 5.,.,,,,,K ...,,. x r , .. •, '". .,r. SITE LAYOUT NOTES. r. . 50UTH �' ... .y"s...,..,¢ ING$-DATAn YN TOW THIS IS•AN ACHTEI. T 5 SITE PLAN d IS SUB.IEGT TO VERIFICATION BY A LICENSED -TAX MAP� 1000121-04-20 w a¢ LOT SIZE/AREA IN ALLOWABLE TOTAL m o SURVEYOR. THE INFORMATION EXGE55 OF 30p00 32,356.0 S.F. 2,35b w.0 S.F. 6FA 6FA a Is to3 REPRESENTED ON THIS 51TE PLAN 15 TO THE ZONING DISTRICT R-50 NON-CONFORMING z a ARCHITECTS BEST OF KNOWLEDGE. (d) LOTS CONTAININ6 UP TO 5,100 S.F. a a 1z 40,000 S.F. MAX. I LOT AREA O.i ACRES 2.SURVEY INFORMATION WAS OBTAINED9,�, z o w r ALLOWABLE S.F./PLUS o z J FROM A SURVEY DATED SEPTEMBER 14, a 2024. l.5% OF EXCESS LOT AREA 4350.0 S.F. I"16.7 S.F. 4526."1 S.F. 2 b52 S.F. WETLANDS DISTRICT PENDING o s,¢a F OVER 50,000 LL J =J o Jra PEGONIG SURVEYORS,P.G. DEG DISTRICT PENDING F m a P.O.BOX cIOq 1250 TRAVELER STREET m i 5 W SUFFOLK COUNTY HD APPROVAL _-__ ---- PENDING o=z J E SOUTHOLD,NY 114111 Z a E W w (63U 765-5020 FLOOR'AREAS':PER SOUTHOLD TOWN'CODE SECTION 280 207"(A)(I) f _ a w$ PROP05ED PROP05ED CONDITIONED 6RO55 z 3 Y I~zZ SPACE AREA Jmowa PROPOSED WX50' zo a F INGROUND 5WI MMING L A U R E L L A E ___-- L__�' -, �—LANDWARD EDGE OF FRESHWATER FIRST FLOOR qbb S.F. 1326 S.F. m POOL W/ 10" COPING WETLAND BOUNDARY AS r o pp � As- DELINEATED BY EN-CONSULTANTS SECOND FLOOR 1212 S.F. 1326 S.F. Z Z Q Z E LL Y O ON MAY 09, 2022 AREA TOTALS 2,1-75 S.F. 2 652 S.F. o w r i a \ 1 Op O LIMITS OF CLEARING, °w3zz \ GRADING AND GROUND y w LIMITS OF CLEARING, .10r'� --�- DISTURBANCE LOT GO�IERAC�E a w GRADING AND GROUND �Y/ - N 1 fn r W zM m DISTURBANCE m - A.e---" x EXISTING DWELLING 8 WOOD SOUTHOLD,�TOWN CODE'28o-I24 `° a 'm Q 80 �: o �' _-- DECK TO BE DEMOLISHED n µM %LOT w "waoa DE5GRIPTION(FOOTPRINT) AREA COVERAGE o o m`o'1 50' FRESHWATER Ln - EXISTING SEPTIC TO BE SETBACK r O \ _ _ ' _, ------ (E14 T.j?EMOVED AS PER SGHD TOTAL LOT AREA 32,356 S.F. o 0 - - ^ .a--r BUILDABLE LOT AREA(TOTAL S.F. STANDARDS ,' 1- ,- �, I 51005 S.F. PROP. POOL 92 _ _ _ -—- - ,;%-r \ T- LESS AREA OF WETLANDS) EQUIPMENT `1 — '__' A EXISTING WATER _ _ PROPOSED DWELLING 1,326 S.F. 4.2% -10' FRESHWATER -- --- - ems' sT PROPOSED DEGK5 AND _ -��--— I ! "oe/ - -,a\ oe ~ SOUTHOLD WALKWAY5® DWELLING I,OIq S.F. 3 2% , SETBACK ;pyy� /, ry,' i'' �a TRUSTEES PIER LINE ^' M „ PROP. POOL a PROPOSED INC-ROUND SWIMMING 540 S.F. L"1% �+ L b I Q tE 1ST.) POOLO W W FENCE / ._ ENCLOSURE �� lO � ,a i PROP. ELEVATED REAR -�• -_ a°rc 1 DECK (UNCOVERED) TOTAL AREA OF ALL STRUCTURES 2 885 S.F. q.l% �� I�I00' SOUTHOLD TRUSTEES MAXIMUM LOT COVERAGE ALLOWED: 20% C or po ;�� 4 NYS DEC FRESHWATERS — C PROP.-ZLUESTONE SETBACK Q PATIO ROP. � Q. o ') ZONING REGULATIONS,MAIN BUILDING" 0 % 3 0 � \, "' -" m9 1 PROPOSED I STORY > S WALK Y -' _a o SOUTHOLD TOWN_GQDE 28 124�- C V� '- _'° REGK 5TA 5 *`y`�- __- - SINGLE FAMILY DWELLING "DW),e \ •�•X5<�, 1 "fPaoPf PROPOSED AG CONDENSER 8 PROPOSED COMPLIES PROP. GENERATOR W/ MIN. 5; b _� SEPARATION 8 10' SETBACK MIN.FRONT YARD 40.0' '15.6' YES -r_Q_'+-_-------- FROM PROPERTY LINE -___ p �i MIN. SIDE YARD 15.0' Iq.B' YE5 100, FRESHWATER \P�_p' _ 9-'' : 10 i d ` SETBACK PROP n:$ n ! � MIN. COMBINED i'' \ rc a SIDE YARDS 35.0' 112.2' YES `% o% "; PROPOSED DRYWELL � MIN. REAR YARD 50.0' '74.6' YES �- V� W MAXIMUM HEIGHT 55.0' 24A' YE5 U PROPOSED COVERED Z Z >: FRONT PORCH W W L z PROP. BURIED 5000. 2s DRAINAGE SYSTEM CALCULATIONS: J = Y n E 0.4 PAP- ! PROPANE TANK -s-�_ _ ! PROPOSED ASPHALT TOTAL IMPERVIOUS ROOF GOVERA6E = I,gg5 S.F. Y w g ?9 TEST !` WALKWAY $ PARKING I,gg5 S.F.x 2" RAINFALL EVENT = 3325 G.F.5TORA6E REQ.V U Z1 i - �3, j HOLE 5z , AREA (1)5V DRYWELL PROVIDES 4222 G.F.PER FT.OF DEPTH o N (2) 5V x 4'DEEP D.W.PROP05ED = 331.16 G.F.STORAGE PROVIDED a DRIVEWAY POOL DRAINAGE: 5%x 540 S.F.x 5 FT.(AV&.DEPTH) = 155 G.F.REQ.'D r� 3 O PROP. I/A OWTS & .- !� r °'�?A 0 PROPOSED OVERHEAD (1)bVx&'DEEP POOL DIN. = Ib8.88 5TORA(SE PROVIDED �/°�� , p !^LEACHING POOLS ELECTRIC WIRES .x NiI.h 22l_ Zvi r 744.7 ----541°58'1I"E ;1 -` `l 1 APR 3 0 2025 � N _I PROPOSED SITE PLAN } . � , -0 SCALE: 1" = 50'-0" x Southold Town m .wN o a w R !n OENERAL 5YMS0L KEY: z m mg F=�a EXISTINQ TO REMAIN �+F AT1�+ - iL _¢U { zo N w NEW WOOD FRAFIE zO O u U¢Z J= uUl owJ�a T mwa3ww r gw O=i J J _-N J¢r w ,UR PROPOSED o¢o NEW ' DECK z o E z 3 DOWN N 530 S.F. ¢ 23'-0° (UNCOVERED) z o w a oaFw� 8'-I" .0 s o 3 y a¢w¢ } B — o M a l ro W zawQo �z zr F wwk�Q \ 7� wl1o�� O PROPOSED W w a o q 0 \ IL — y KITCHEN / W u¢i w o a Oo OO \ I545F. / I a aZvv2 \ / 1 I Y yo J oF Y a wna0 \ / �cc pms $ \ / Ln \ PROPOSED I \ / MASTER W `CATHEDRAL \ BEDROOM / CEILING PROPOSED rib S.F. / 1 \/ DECK 7 \ /j 143 Sr, li (COVERED) PROPOSED \ LATHEDRAL 13 DINING ROOM / 0 +j 127 S.F. GEILIN6 m PROP. (n = FOYER CD .o 140 S.F. X `. — N Q N PROPOSED I I PROP. LIVING ROOM 203 SF. FLAT T GEILIN6� Y x O PROP. (14)RI®MAX.8.25'NEW itt (13)T 00 MIN.10" DOWN m m ' ` FLAT q 5F. � - PROPOSED GEILIN6� T BATHROOM IROPOSED m 44 S.F. ; __ V20K r dam' FLAT ' WALKOUT � } GEILINC, h1 LINEN TO R W } GRADE Z Z J Imm"IW � z 0 PROPOSED O O 5'-8" Y W g 6 BEDROOM PROPOSE 6 w'-o" LL L 135 S.F. ATHRO W yl °T TI SF. O N :9 4' CaC O POSED _ ... P ;:. J G c—oV£RED 1� C l� IL-. �P�"�u��' o PORCH AND n �i A ®� a P P NALKK � F Y O ��sv �°P� ® a a APR 3 0 2025 �' lei a ,- N hIt O Southold Town _s Lo k-v Board of Trustees 07C�� o �1 X PROPOSED SECOND FLOOR PLAN (WALKOUT TO STREET SIDE) ®� N w C ENERAL SYMBOL KEY: m W oow3 F2F_Q U � EXISTING TO REMAIN. rl==l NEW FOLMAMON WALL =Q U U)w NEW WOOD FRAME 0.Z! G R NN Q u j J 2 �C)03:mooa3� NEW lu - - - - - � - - - - - - - - - - =aQpx UP Q I LL O 0 1'W z p a w y�Z z= IzwoQwa°ON 0.O N O ! I om a jr �I a ow I W Vo zazQ J I o �¢ya Z 00 LL Q=N U W =Z r 4.3: X i�QQa a cl 5 a Mm PROPOSED n z a U I— - - - I BEDROOM PROPOSED I x N J F Y ¢ w aoa 140 S.F. BEDROOM �`�' O 141 S.F. i n ! ! ! I N +J a CCn)` MM:D WALKOUT r 4--J W PROP. IF PROP, GRADE PROPOSED C) tY 12 S.F. 12 s.F. FAMILY ROOM 252 S.F. `r L I � i 1 I1 LINEN X, PROPOSED - _ =-1i_ ELEVATOR - _'_I — — - - PVE5 Lu 00 - - - -- V __-- - - B3ATHROo PROP. - - - - -I - J L Y UNFIN.NNGOND. SPAGE x - = - - 151 sr. _ O�y N a -II e.... Q I- _ - — --- — III= - 11 -lil 11 �_ -Lba'• \� N I X . ;APR''_3�0 20251 - ' k — - — _ — - —' -- — — — N _ _ J '�I A - -I - - - --I -i - _ - - ' - _ - - - -jT- - = 1= - _ -- - - -' - - - - - - R- - m —Board of-T stees I I � �:, ,;~ti�:.�•.r� r � N PROP05ED FIRST FLOOR PLAN (WALKOUT TO LAKE SIDE) SCALE,5/16'= I'-0° 0 a B"THICK REINFORCED CONCRETE 24"DIAMETER INLET a COVER;IF PLACED UNDER DRIVEWAY ORATE 4 FRAME;IF a COVER TO BE TRAFFIC,BEARING SLAB g Y PLACED UNDER DRIVEWAY 6R6,55 SHOULDER AREA OR GRATE TO BE CAST IRON u+a m o _ DEFINED SURFACE COVER z m 3 — Fzt=a l0 - o=QU U Iwi l x U Q �Vl OOO OOOOOOO❑ - olxQF I—I I-I ❑DODO-❑00000 �L:+olwz Q 0000DO0000❑ III- wC >-w ❑000O000OO❑ I-II =P ma J _❑000a0000❑ I�I—III ~0'g II—III-I zooaw <aazo= I I—I = ¢w 0 I I—I PRECAST CONC. m a�r x. ® ® nUNP LEACHING RING.SEE z a¢w x CALCULATIONS ON Y w Z m 3 ® 517E PLAN FOR REQb -:¢o w Q EFFECTIVE DEPTH o a F cai DIAMETER AS 2-0" w m S o 3 MIN. PER 517E PLAN MIN. o w N o-K 0. N Q o PROPOSED DRYWELL SECTION GLEAN SAND 4 GRAVEL FILL mo =w== � 1-" am � SCALE: 5/16"= I'-0" =Z w z F �wGQ $ ow3Zz ¢=E LL W p EXISTING GRADE m z F g w,- Q w Q O In~1U"2 l=p11r U _----- PROP.POOL -- --- 5'-0"CONTINUOUS DEPTH W E PROPOSED POOL SECTION U m NORTHWEST ELEVATION (RIGHT SID ) m SCALE: 3/I6" - I'-O" SCALE: 3/i,v= r-a' ,— L- 0) 0 0 0 0 0 0 o BLUE5TONE GRAVEL Q (7) b" BLUE5TONE QUARRY BLEND C� Q ' _ G UNDISTURBED EARTH == PROPOSED GRAVEL DRIVEWAY DETAIL 5GALE: I" = I'-O" } co 'o LLI V Z Z J W W � Z Y W U s .1 Ell E:5 Ell ED Ell O NLL Q Q 00 E N s 3� fy, IL A P R 3 0 2025 e :;. Southold Town CID Board of Trustees F c- . o NORTHEAST ELEVATION (FRONT) g � SCALE: 5/16" = I'-O" ® a O a U) 2 2jEQ - 0 O W x UQ �Vl LLB¢<F J O W Q W J~Z m R m d CDW°x�a _ gW z�oain y �¢Fw!Q =az0x w a M�o LL O W= ao:x,.a Y z � � Z W O W ooF0 6C) 0 w 0 W Q =N O d'j?O T 4 W Q~ z-- � oz�uzr ww_�Q U ¢xrQo LL W p N U W Z=Z f zwx13o garwx o O —_ SOUTHWEST ELEVATION (REAR) a) m +� SCALE: 5A6" PROPOSED RI06E HEIGHT C -—-—-—- ELEV.+5 ��( 14 cl Q 00 APR 3 0 2025 -'� w CD zz >: Southold Town J m z Board of Trustees Y US W g PROP. 15T FLOOR F.F.EL. cr — ELEV.+252' ' — ! ! o Nu. LO a 77 G O cm 03? 0'5 �0 N EXISTING NATURAL 6RADE S BASEMENT FINISHED FLOORlid-\ �p O ------- -—-—-—-—-—-—-— -- SOUTHEAST ELEVATION (LEFT SIDE) o a WALE: 5116"= I'-O" w W y W.1 mw0 f.z�Q 15"0 LOCKING c z w W PROP. (4) ACCESS COVERS x BEDROOM w/RISER o z a F DWELLING SYSTEM CONTROL/ALARM PRE-GA5T GONG. w x o>W 24"m LOCKING y o F in a F.F. EL.=232' (NEMA 4X RATED) AGCE55 COVERS COVER BELOW GRADE o q o� WOO W MAC SORI I w/R15ER I'-O" MIN. 16 E y mw-5 w O ru 10' BLOWER POLYLOK 20"� D-BOX w/ 2'-O" MAX. z o o a m 1'-0" MIN. a a Z SECURITY GRATE (BAFFLE PROP.GRADING TO ACHIEVE m x MAX. I'-O" MIN. 4" HOU5E I PROP. GRADE EL. ® PROP. 2'-6" MAX. REO'D IF INLET PITCH 2'_6" MAX. 5% MAX. SLOPE FOR MIN.20' z o(r w MAIN DRAIN TREATMENT UNIT=205' EXGEED$�7C�ETLL. ® PROP. DOWN-SLOPE OF LEACHING G.O. I LEACHING SYSTEM=I9S' 'w z.3 (SEE SITE PLAN) z w F a L----------- --- --- - rA ,�� . - .,Or ywja¢W a MIN. 4"0 SDP,35 a xo MIN. INV. ... .. :. . . mm EL.=15.5' PVC, OR EQ. INV. INV. MIN. 4"� SDR 35 _ _ _ _ _ _ _ _ _ _ _ -INE - EL.=15.3' PVC, OR Ea. m z Z. z 0 MIN PITCH ":I' EL.=15.5' MIN. 4"m SDR 35 .. FLOW L m w_g a _ MIN PITCH ":I' INV. PVC OR EQ. 0 W rc a> ow3zz tit EL.=15.1' MIN PITCH �":I' INV. x x r a o �Y V PROVIDE CAST IRON w W o m o N.DROP EL.=17.2' W W Z z BASEMENT PROVIDE 12" THK. (MIN) _ > w a o PIPE EXTENDING 2'-0" VIDE END GAP O F�F a z w o o m EL.=14 2' MIN. FROM BUILDING BED OF 5AND OR LEVELING lu 1lu a z *> GRAVEL BENEATH FOUNDATION DEVICES AT OUTLETS) LEACHING LL p -'�: FUJIGLEAN GEN5 DISTRIBUTION BOX POOL(5) c w n a o a 245 NITROGEN REDUCTION SYSTEM W ..fro c� REPLACE EXIST.501L w/3' GLEAN SAND COLLAR SURROUNDING L.P. WHEN EXIST. SAND $ GRAVEL (5P/54 p z LAYER NOT PRESENT :An U HI(SHE5T EXPECTED — — — — — — GROUND WATER EL.=6.5' — — — — — — — — — — — — — — — = — .— + — — — — — — — — — — — — — — — — — — — — — — — — — L- 0) GROUND WATER EL. OBSERVED _ _ _ _ _ _ _ _ _ _ _ .Z5 a TEST HOLE =5.6' _ _ _ _ HIGHEST EXPECTED GROUNDWATER: INNOVATIVE ff ALTERNATIVE ONSITE WASTEWATER TREATMENT 5YSTEM (I/A 0615) c cl AN ADDITION OF 5.2' HA5 BEEN ADDED TO THE OBSERVED TEST HOLE GROUND WATER ELEVATION TO I. I/A OWT5 SHALL HAVE A MINIMUM TREATMENT CAPACITY OF 440 SPD (4 5EDROOM5). G ESTIMATE THE HIGHEST EXPECTED GROUND WATER ELEVATION. TH15 ADJUSTMENT WA5 DETERMINED U51N5 PROP05ED FUJIGLEAN CEN5 I/A OWTS PROVIDES 500 SPD TREATMENT CAPACITY. MEASUREMENTS RECORDED AT A NEARBY U.5.G.5 MONITORIN5 WELL. THE VALUE OF THE ADJUSTMENT WA5 2 INSTALL ALL COMPONENTS AS PER MANU.5PEC'5, DETERMINED BY CALCULATING THE DIFFERENCE BETWEEN THE GROUND WATER DEPTHS CLOSEST TO THE 3. A 10' MIN.DISTANCE BETWEEN THE I/A OWTS AND BUILDIN5 WITH CELLAR./BASEMENT SHALL BE DATE THE TEST HOLE WA5 MEASURED,AND THE HIGHE5T HISTORIC MEDIAN LEVEL RECORDED DURING ANY E MONTH.SPECIFICALLY: MAINTAINED,OR 5'MIN.DISTANCE IF BUILDING IS UPON A SLAB. �7 4. A 5' MIN. DISTANCE BETWEEN THE I/A OWT5 AND DIST. BOX(WHEN PRESENT) SHALL BE MAINTAINED. it R3� 00 O) - MONITORING WELL SITE NAME: 5 6555.2 APR 3 0 2025 1 } - MONITORING WELL SITE NUMBER: 405550012551502 LEACHING POOL5 (2) Z_ Z � - GROUND WATER LEVEL ON MAY I7,2022: 32.17' BELOW GRADE Z - HIGHEST H15TORIC MEDIAN LEVEL DURING ANY MONTH: 25.c14' BELOW GRADE I. LEACHING SYSTEM FOR A 0-4 BEDROOM RESIDENCE SHALL PROVIDE 500 FT2 51DE-WALL AREA LJ.I W � Z Southold Town I J Y (2) 5W x 6'(EFFECTIVE DEPTH) LEACHING POOLS PROVIDE 500 FT2 51DE-WALL AREA Board of Trustees Y w g (1) 5V x 6' (EFFECTIVE DEPTH) LEACHING POOL PROPOSED FOR 50% EXPAN51ON ix Lo 2. LEACHING L) POOLS TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUA . o N CQC J G 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). En Q 4. A 3' MIN.DISTANCE BETWEEN THE HISHE5T RECORDED GROUNDWATER LEVEL AND BOTTOM OF LEACHING °eU a POOLS SHALL BE MAINTAINED. �� 5. A 10'MIN.DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. 6. AN 5' MIN. DISTANCE BETWEEN ALL LEACHING POOLS AND I/A OWTS SHALL BE MAINTAINED. c4 1 PROPOSED SEPTIC SY5TEM DETAIL WALE,Krs �A 037405 ® o 4F®F �� o Premises. 2155 Laurel Way LANDWARD EDGE OF FRMWAR — — — WETLAND BOUNDARY AS DEUNEATED Laurel, NY BY EN—CONSULTANTS ON MAY 9, 2022 ZQ CON11RUED BY EN- TANTS SEPT 14,2 4 SURVEY OF PROPERTY SH° �lEd2OHWL EL P \ 2N E A� A T LA UREL 3' D/A. INE \ TO PIACE OAK \ WN OF SO UTHOLD 0./ D�� FOLK COUNTY, N. Y. L SUFA T7�1 1000-121-04—20 TH 2 SCALE. 1'=30' 6' OAK E MAY 7, 2007 o. JUNE 18, 2007 (REBARS SET) j.j 0- FEBRUARY 24, 2022 o r, •s ca• AUGUST 31, 2022 (BOH) *ems o.5 o,*` ,�< MAY 12, 2023 (SCOHS Info) ' '* s �-s� EL•32 AUGUST 15, 2024 (CONTOUR LINES) y �tia �o F\ SEPTEMBER 14, 2024 (SOUNDINGS) \ ti !�, i ®WELL \ �, / TOWN LOT COVERAGE \ O. BUILDABLE AREA 31,603 SO FT ` A r— � i,�7 HOUSE 550 SO FT R ® BL 0 W-UP i �_� �. - J/1 , �- � DECK 274 SQ FT =20 �j 4 �r4 n/l IY%^ ♦ A A f^/1 rT •� � � ' � (, i f I� / ITT JV( I I APR 3 0 2025 TOTAL COVG. 968 So FT �Q''�c 968 / 31603 = 0.03 EXIS77NG LOT COVERAGE IS 3.07 s AREA-32,356 SO. FT. TO TIE LINES 01 N `r AREA-31,603 SQ. FT. TO LANDWARD EDGE nLl rr POLECL OF WETLANDS (FLAGS) Cy, c3 ',p y � Q?�`1P 22.4 02 JELL® 0R� 5 o'Go SEPTIC LOCATION AS PER SURVEY G P 00 LP BY OTHERS09 � 22\ D/RT oR/�EWq NO WELLS OR SEPTIC C GAP �P�o, ry ON THIS LOT SQJ� 22 WITHIN 750' OF \ OF SUBJECT PARCEL DRVWY. � c N 0.3'N. \ END FE 0 \ \ \ -22 �•� SUBJECT PARCEL 0.4 S �� ?? o N A B WELL 7.0' 26.5' �20' \ o r CP 21.0' 10.0' Q _20, KEY �oOo \,S ��5�®S7.;T fL _ 4 ,v C = REBAR LANDWARD EDGE OF FRESHWATER J � ` 'F�GPS ,�6 ® WETLAND BOUNDARY AS DELINEATED �c's QR� SPOT EL \ x•' (T'h1 Q /= WELL BY EN—CONSULTANTS ON M�9r.902� � \ '�• = STAKE CONFIRMED BY£N—f?Ak30LTANTS SEPT.14,2024 �� e �Gp��0y \\ \\ - TEST HOLE SPOT EL., a , �1 = PIPE EL 2'DIA\ PINE 01 OT EL. J ■ = MONUMENT o d' POT E3.1 = WETLAND FLAG oo� o aK�A \\ T Es-`-- —12� �� sF��. \J \ 002 JCL, = UTILITY POLE / �irq� � 1 \\ 6 ( L = HYDRANT l \ <O \ \ � o oo �oP� �y� ��ooF.o 2 r'DIA. 7 0 ` OD \ �\ so. \ELA %4 o��-o Aso• Cb* 6 S- EL 6� SPOT EL. `1 j �3 SCTM LOT 26 A �•3.2 y � •s. �'o F SHORELINE/OH 1 ,�O I DWELLING WITH WELL TEST HOLE DATA \ o F,o / �• 4s s� FEB.22, 2022 �, / \do \ TER ey 1 h UTILITY POLE McDONALD GEOSCIENCE F•o 05117122 \ - ��°� 6' Et.s.7' CP OE OF kS KF pEUNE2022 SEPJ 14.{� E EL. 20.4' sr / ` ° �� 1DEL.6.6' NDWA ED NDAR O� MAYN NS ?AN?S I L RT ON- BROW �j SILTY SAND O. 5 LA D SUL M \\2 \ WE AN SILT CON M 1AL D. l t MED By E 1E UNE OF �f �N \ \ �J.it EL.6k C� S E 5 9 O PALE BROWN FINE SAND SP \ \(SEE BLOW—UP) /»Y// r'o� \ 1\ i SHED 102 NGRAW / SANDSSCBROWiV CLAYEY -�7 \ / REeAR h'01O+QQ 8• 1 T 5 R�p��F0 E W PALE BROWN f7Nf SAND SP � f / �1 rI/o/F CIFU �O,f NDS 2� EL. 3.6' 16.8' WATER IN PALE BROWN FINE WITH WELL 17'SAND SP / i WEL�ItJ k NOTE WATER ENCOUNTERED 16.8'BELOW SURFACE AREA OF SEPTIC O LP O LP Certified To: Kevin Klein Josephine Klein 71) U77LITY POLE F NEW Yp. Fidelity National Title Insurance Services LLC o �•uErZ .,! FEMA FLOOD ZONE "X" DETERMINED BY MAP # 3610JC0481H 0912512009 i\. A. TOWN OF SOUTHOLD 360813 �� tscf4``»� ;• WITH ELEVA170NS & CONTOUR LINES ARE REFERENCED TO NA VD '88 pWELLIN� �� Ac ANY ALTERATION OR ADD177ON TO 7HIS SURVEY IS A VIOLATION N.Y.S. LIC. NO. 49618 OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. Y.S. LIC. NO. 051132-01 EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS & SEPTIC PECO lC WRVEYORS, P.C. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF LL SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR WE l 00 (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. SOUTHOLDVEL R STREET 0 14 � � t - i sr,033 u , Ilk Awl le S! +rt i•lt T '� •'�F``� a-'�+�• � 7i P l •� ~^gyp. �- �r^ w�ir" �� i • LOOKINGLOOKING RIGHT TOWARD LAUREL LAKE FROM SUBJECT PROPERTY BRICK WALKWAY; FACING WEST •. SOUTHWEST LOOKING LEFT TOWARD LAUREL LAKE FROM SUBJECT PROPERTY REAR YARD;FACING J i f SOUTHEAST c� r a,. LOOKING TOWARD SUBJECT PROPERTY FROM SUBJECT PROPERTY REAR YARD ; FACING NORTHEAST LOOKING TOWARD LAUREL LAKE FROM SUBJECT PROPERTY;FACING SOUTHWEST KLEIN RESIDENCE A M P Architecture 2155 LAUREL WAY,MATTITUCK,NY 11952 PHOTOS TAKEN ON NOVEMBER 11T,2024 Design + Build mABe \ e6A98 \ BB \` OS199i BFE 5 C.M 11] PELOIet IAIa T 112 4,6 �n+"°. �A eat]-01 Fp1 PCL Nc. �\.m 9.N �xPr /1 O6]Pex BEE BEC.IM). , ' a zsa r�, t:Baaast 10 +' \ O2 . xez, °. J SN \ mfllm iiw „dPl zWct taT 1 aAN47 {i Te s.N " O szA s.N Vo. TiNcl FUND AVE. q C as u g alAte O[,T3mExrxcxry 20n 0,-OitL • xx - " 14cpIICLNa]TRUBT 1]N xM ]Z] A Tw Taw a wlltmolo s` i.zw i V m33 x at g e.an ,.vrct ,wnT• •� novel it coLxlTry Barran N 61 xy , .A Q BB \ © I s \ r ✓� ,� m 1.4 I O x � \ •\ wrrtxx m waPri.ra. BE-c No yi oy y \\ \1 amm6 i0LI s I TovN soutNoro 1 ,a e.sp •p � raw wlxuar Nsy rA � t9E,E ♦.ie JJ tit I 7 I +R1 Ca,tlrrv,s BLIFFan 1 —K OWN- R I . _ � vwTER x,urNasrr N2A 1\ 2M Ta_I-W a i trnrx®,rEi '1 IONN OF BOungLD (1'r Q ra+vcx.No. I LAUREL LAKE r/ -- ' x —01 BEE BEC.Iq.12e LINE WrW SEE eEc.NO.1. f LINE sEE sEa No.,zs e�� —�— W. Ptl ----- �� '^ `� -- -- T'rgr�c `s+tom COUNTY OF SSe"ice © e Nz m a sEcrloN No v� ------ Q --�— -- �' } Real Property Tax Service Agana Y c..,nc.xw,wN,w..NT,,.a r 121 ♦ mcr ro 1M0 P tb PROPERTY WP O� Town Hall Annex Glenn Goldsmith,President S004 C,�� Ol 54375 Route 25 A. Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski Jt Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples r Y� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only D E C E I V/ E Coastal Erosion Permit Application �J T, Wetland Permit Application APR 3 0 2025 Administrative Permit Amendment/Transfer/Exten ion Received Application: Southold Town vReceived Fee: $ & Board of Trustees Completed Application: -61W Incomplete: . SEQRA Classification: Type I__ Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: _Coordination:(date sent): i ___\LLWRP Consistency Asse sment Form Sent: CAC Referral Sent: Date of Inspection:— g Receipt of CAC Report: �1 Technical Review: =Public Hearing Held: cd Resolution: Owner(s) Legal Name of Property (as shown on Deed): Klein Family Trust Mailing Address: 162 Floral Blvd Floral Park NY 11001 — Phone Number: 516-695-7200 — Suffolk County Tax Map Number: 1000 - 121-04-20 Property Location: 2155 Laurel Way, Mattituck NY 1952 (If necessary, provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable):AMP Architecture Mailing Address: PO Box 152, Mattituck, N.Y. 11952 _ `— Phone Number: 631-603-9092 Email:be peg rson@amparchitect.com Cry a(o ��I I 'tom A M P Arch i t e c t u re Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone:(631)603-9092 Design + Build April 29,2025 Southold Town Trustees 54375 Main Road Southold, N.Y.11971 RE: Klein New Dwelling 2155 Laurel Way Mattituck NY,11948 SCTM#1000-121-4-20 Proposed Prowect Description Demolition of Existing Home Removal of Existing Conventional Septic System located in the rearyard Removal of Existing Rear Wood Deck 15'x 4',8'9"x 25'-275 S.F. Removal of Existing Dwelling 10'1"x 25',28'2 '/2"x 10'2 112"- 541 S.F. Removal of Existing Walkways New Build of Dwelling Proposed IA OWTS & Leaching Pool located in frontyard Proposed 2 Story Single Family Residence; 21'6"x 19', 8'10" x 10'1",36'x 23'-1,326 S.F. Proposed Uncovered Elevated Rear Deck w/ stairs to grade; 13'4"x18',5'x 32'91/2",15'x 4' - 527 S.F Proposed Covered Elevated Rear Deck; 15'4"x 9'10"-143 S.F. Proposed Covered Front Porch and Walkway;4'1"x 810",10'2"x 9'10",4'x23',10" 1/2" -349 S.F. Proposed Inground Swimming Pool w 10" pool coping& drywell ; 18'x 3O' -540 SF Proposed Pool Fence Enclosure,Approx.250 linear feet Proposed Pool Blue Stone Patio 12'71/2"x 31'4" 31'4" x 5',6'3"x 4'4",4'31/2"x 6'- 574 S.F. Proposed Asphalt Walkway & Parking Area-11'10"x 8'21/2", 26'4"x 26'5"- 567 S.F. Proposed Gravel Driveway- approx.1,467 SF Proposed (2) Drywells in the frontyard for new impervious structures Proposed Buried 500 gal propane tank in the frontyard Proposed Pool Equipment Proposed AC condenser&Generator on concrete pads Approximately 296 cubic yards to be excavated for proposed dwelling,septic and inground pool - Dwelling depth at frontyard =7, property slopes to rearyard - Pool depth = 5' continuous depth Approximately 1,028 cubicyards of fill proposed for backfill and grading. Page 1 of 1 Board of Trustees Applica n GENERAL DATA Land Area(in square feet): 32,356 SF _ _Area Zoning: R-80 Non-Confirming Previous use of property: Single Family Seasonal Dwelling Intended use of property: Single Family Year Round Dwelling Covenants and Restrictions on property? Yes __Z_No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes ELNo 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 _✓ _No If"Yes", please provide copy of decision. his project reqpirq any demolition as per Town Code or as determined by the Building Dept.? ✓ Yes I I No Does the structure(s) on property have a valid Certificate of Occupancy? Yes_Z_No Prior permits/approvals for site improvements: Agency Date ❑✓ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?_r_L_No_a Yes If yes, provide explanation: Project Description(use attachments if necessary): Please see attached Board of Trustees Applici Dn WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Year Round single family residence w/wheelchair accessibility Area of wetlands on lot: 753 square feet Percent coverage of lot: 2.32 % Closest distance between nearest existing structure and upland edge of wetlands: 47_4 feet Closest distance between nearest proposed structure and upland edge of wetlands: 64.9 feet Does the project involve excavation or filling? ❑ No ✓ Yes If yes, how much material will be excavated? 296 cubic yards How much material will be filled? 1,028 cubic yards Depth of which material will be removed or deposited: attached feet Proposed slope throughout the area of operations: 16% Manner in which material will be removed or deposited: Demolition of current dwelling, Excavation for proposed dwelling, drywells, I/A OWTS and swimming pool. excavation earth will be utilized at site for backfilll and regrading as necessary. All excess will be removed from site. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): The existing dwelling and septic will be demolished, both of which are close to the Wetlands. The proposed structures are being pushed back further away from the Wetlands and a new IA OWTS will be installed in the front yard. The size of the prop. structures are well under the allowable restrictions provided by zoning codes. 61 Z20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: Klein - Proposed Dwelling Project Location(describe,and attach a location map): 2155 Laurel Way Mattituck NY 11952 Brief Description of Proposed Action: Demolition of the existing home and new build of 4-bedroom home,approximately 1,326 S6 consisting of a basement with walkout egress, 2 bedrooms, and 1 full bathroom.1 master bedroom with en-suite bathroom,1 bedroom,1 full bathroom, open concept kitchen, living, and dining space. Pneumatic elevator from the main floor to the basement. New rear deck. Name of Applicant or Sponsor: ( Tel ephone:631-603-9092 AMP Architecture@ E-Mail:bepperson@amparchitect.ca Address: PO Box 152 City/PO: State: Tiziill Code: Mattituck NY 52 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: NYS DEC, SCHD, Southold Town BD ❑ 0 3.a.Total acreage of the site of the proposed action? ] acres b.Total acreage to be physically disturbed? .092 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? •] acres 4. Che I land us at occur on,adjoining an ar the prop action. Urban Rural(non-agriculture) Industrial Commercial ©Residential (suburban) Forest Agriculture Aquatic ❑Other(specify): Parkland Page I of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ✓ 1 R_ b.Consistent with the adopted comprehensive plan? fl 1/1 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: ❑ ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? ✓ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ Z 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑ Innovative and Alternative On-Site Wastewater Treatment Systems 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? ✓ _E1 13.a.Does any portion ofthe site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ✓ b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. ntify the typic bitat types that occ n,or are likely to be found on tha roject site. Check all that apply: Shoreline Forest Agricultural/grasslands Early mid-successional Wetland Urban Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered? ✓ 1 16.is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO If Yes, ❑ ❑ ❑ a. Will storm water discharges flow to adjacent properties? NO ES b. Will storm water discharges be directed to established conveyance systemsONO ff anm drains)? If Yes,briefly describe; ✓ ES Drywell located on �ro�etty Page 2 of 4 1 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: Z ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)f'or hazardous waste? If Yes,describe: Z ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name:Anthppy Portillo AMP Architecture Date:04/25/2025 Signature: Part 2-Impact Assessment. The Lead Agency is responsible forthe completion of Part 2. Answer all ofthe 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 l. Will the proposed action create a material conflict with an adopted land use plan or zoning Elregulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ EL I Will the proposed action impair the character or quality of the existing community? ❑ ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or El El existing infrastructure for mass transit, biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ❑ ❑ a.public/private water supplies? b.public/•private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 r No,or Moderate ; small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ ❑ problems? 11. Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. ElCheck this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Board of Trustees Application AFFIDAVIT I - " Ip (Yl I.I l�(,fS . .BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR.THE ABOVE DESCRIBED PERMITS)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 rOANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES, INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, , INCLUDING`A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE' COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR-COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. ig ature of Property Owner "go ature of Property Owner s • � 3SWORN TO BEFORE ME THIS. .. ,,, . 4 . QZ T Notary Public i 0. ..,e•:w 3Sav r xacu'rtl.sia,� tt tb' Imc.2"20 I I 3 Board of Trustees Application 1 AUTHORIZATION (Where the applicant is not the owner) MJ r I owners of the property identified as SCTM# 1000 121-04-20 ,in the towaof ` n\ New York, hereby authorizes AMP Architecture to act as my agent and handle all_ 3 i necessary work involved with the application process for permit(s) from the Southold Town 3 Board of Trustees for this property. 4ope Owner's Signature P erty Owner's Signature SWORN TO BEFORE ME THIS. 3 DAY OF 3 Af 4 Notary Public Hatm Pu:lir,lf=hft ef t=Yak louw1&1ed.In P:asw=u Cozn:tg► Z 1 £. r 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`. YOUR NAME : Kle m -Gtm fq Try sf (Last name,first name,middle initi I,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 X 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 applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater 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 L4" day of I -11 ,2025 Signature "' �°KOL40 Print Name aq(d ant,l 'uo KLEIN FAMILY TRUST KEVIN KEITH KLEIN and JOSEPHINE KLEIN,as Grantors and JACQUELINE.ROSE KLEIN and JENNA ELIZABETH MURPHY,as Trustees DATED:October 2,2024 LAW OFFICES OF ANN-NIARGARET CARROZZA 213-38 4O"'Avr.NuE BAYSIDE,NEW YORK 11361 (718)224-4746 1.0 GENERAL PROVISIONS 1.1 Creation and Effect; Settlors and Trustees This Agreement made the�day of—DeWUL 2024,between KLVIN KEITH KLEIN and JOSEPHIINE KLEIN as Settlors and JACQUELINE ROSE KLEIN and JENNA ELIZABETH MURPHY,as Trustees,is intended by the parties to take effect immediately upon signing. 1.2 Irrevocability; Corpus This Trust shall be irrevocable. The Settlors hereby assign, transfer, and set over to the Trustees all right,title, and interest,claims,benefits and all other indicia of ownership which the Settlors now have or may hereafter acquire in and to the assets listed in Schedule A,together, the "Corpus"as set forth at the end of this Agreement. 1.3 Consideration In consideration of the mutual covenants contained herein,the Trustees hereby agree to hold IN TRUST those assets listed in Schedule A or later acquired as permitted or as required by this instrument for the uses and purposes set forth herein and subject to the terms and conditions hereinafter set forth. 1.4 Name This Trust shall be known as the KLEIN FAMILY TRUST. 1.5 Purpose and Intent of Settlors; No Reversion to Settlors It is the intent of the Settlors that the Trust shall constitute a plan for the financial management of such assets of the Settlors' as are set forth in Schedule A or later acquired by the Trust during the lifetime of the Settlors and as an estate distribution plan after the Settlors' death. —1— APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and-employees.The nurvose of this form is to provide inforination which can alert the town of possible conflicts of interest and allow it to take-whatever action is necessary to avoid'same, YOURNAME: Anthony Portill0 (Last name,first name,ipiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood, marriage,or business interest."Business interese'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 ,1J- NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): _,A)the owner of greater than 5%of the shares of the corporate stock of the applicant _n (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 y � 20 Signature Print Name Anl Oily POrtill0 Form TS I �Ioard of Trustees Applicai. �n PROOF OF MAILING OF NOTICE ATTACK CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: 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 1 i PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: Klein Family Trust- 1000-121-4-20 NAME: ADDRESS: 1. Jie J Cao 1. 14 Glenwood Rd, Roslyn, NY 11576 2. Rodulfo D Cifuentes 2. 143 E 9.7th St 5W, New York, NY 10029 3. Miller E Flanell Rev Tr 3. 5 Mill Pond Ln, Locust Valley, NY 11560 4. Lee & Raquel Israel 4. 1512 Laurel Hollow Rd, Syosset, NY 11791 5. Suffolk County Dept of Real Estate/ 5. PO - X-6a-90,H— auge, NY 11788 Dept of Planning D E E I V C F 1 4 2Q25hold STATE OF NEW YORK Board of Trustees COUNTY OF SUFFOLK Mattingly Farruggia ,residing at AMP Architecture 10200 Main Road Mattituck ,being duly sworn, deposes and says that on the 2 day of July , 20 25 , 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 140 Love Ln Mattituck, NY 11 A5? ,that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. S' n Sworn to before me this Day of 20 ( DARCEE AUFENANGER —� \ NOTARY PUBLIC,STATE OF NEW YORK Notary Pub Registration No. 01A00019644 Qualified in Suffolk County Commission Expires January 9,2028� J , PostalS. ■ / TM U. ��11 CERTIFIED , ■ ■ I 4a "CERTIFIED , © ■ ■ IY /I / Y /• hl / .,- m M7 ' VF 117e ru For delivery information,visit our Website at www.usps-6om". Loc 111,1111•l y f ru rEy.�iL (19.�7 N Certified Mail Fee . 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Is delivery address different from item 1? ❑Yes Qe�T'r If YES,enter delivery address below: p No l � 1 3. Service Type ❑Priority Mail Express® .`�IIII III IIIIII IIII II III I III I I I IIIILIII ❑Adult Signature ❑ egveryed Mail TM � ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mail® A0 9402 8419 3156 3839 02 ❑Certified Mall Restricted Delivery ❑Signature Confirmatlonrm ❑Collect on Delivery [],Signature Confirmation ❑Collect on Dellvery,Restnctpd Detivery, ffestncted pelivery 2. 'jeArtc :., : . : I ❑lnsure7 Ma , -.-4 Mall Restricted pehvery ? 2,k%RiP�l�D9I 7232^ °� PS Form 3811,July 20 P - Dyiteslic'Return Receipt pl r , I COMPLETE • 1 DELIVERY SECTIONTE THIS SENDER: COMPLE A. Sig ture El Agent ■ Complete items 1,2,and 3. ■ Print your name and address on the reverse X V. ❑Addressee II so that we can return the card to you. B. Receiv by(Printed Name) C. 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Is deliveW address diff4—enf from item 1? ❑ es If YES,enter delivery address below: ❑No coo wy ) 157& II I IIIIII IIII III I Il ll I II II II III I III I I I II I II III 3. Service Type ❑Priority Mail Express@ ❑� Adult Signature ❑Registered MaiITM i ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Certified Mail@ Delivery ,9590 9402 8419 3156 3839 26 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM j ❑Collect on Delivery ❑Signatur,e Confirmation Collect on Delivery Restricted Delivery Restricted pelivery 2. Article Numbet:(Transfer.fram service label).. . ❑C_ j I :.1 j ...2't�L 4��?i''�'��:�j Q�L7L'�{i ;f�L T!1�'• l�a�l RestCa e DeliVel�i"r :.. Ili s; aa: , • n 4 Ps Form 3811,July 2020 PSN 7530-02-000-9053omesticRefurn Receipt 1i a Glenn Goldsmith,President S11f fat 4' o Town Hall Annex A.Nicholas Krupski,Vice President ,Z� Gy 54375 Route 25 Eric Sepenoski y', P.O.Box 1179 Liz Gillooly p Southold,NY 11971 Elizabeth Peeplesy'lJpl �a�!" Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD J 111 1 4 2025 bb� In the Matter of the Application of KLEIN FAMILY TRUST n� `1101°Mown COUNTY OF SUFFOLK dofTrustees STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED IN PLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE- COMPLETE THIS FORM ON EIGHTH DAY OR LATER I, Mattingly Farruggia ,.residing at/dba AMP Architecture, 10200 Main Road, Mattituck being duly sworn, depose and say: That on the 3 day of J u ly , 20 25 , I personally posted the property known as 2155 Laurel Way, Mattituck NY 11952 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,July 16,2025. Dated: _]/1 V/26 (sigtO�K Sworn to before me this ly day ofjv11120 Z�) ( DARCEE AUFENANGER D NOTARY PUBLIC,STATE OF NEW YORK Notary Pu a Registration Rlo.01A00019644 Qualified in Suffolk County Commission Expires January 9,2028 i Is S t y . . I , • :. ..,.,• -. B �f ..ram'�^':µ- ' a r�r,:..,,:... 4 - `� •�' 1 s r - f 1 , - ''• � ... tiY � - "fir � - �4 � � 4 / r � ( � '` • �� t�� s OF HEARNOTICE HEARING R - t NOTICE IS HEREBY GIVEN that a Public Hearingwill be held by the Southold To"IWO Trustees at the Town Hall,53095 Main Road,Southold,New York,concerningthilpi SI OF RECORD: KLEIN FAMILY TRUST OW NERy !or a wetland Permit to remove existing dwetling,rearwMdat OF PUBLIC HEARING: SUBJECT Construct a proposed two-story,single family dwelling with a:32kllt ►, 1 walkway s and septic system; round,and a 143sq.h.cowO" footprint;a 527sq•ft uncovered elevated rear decoke htandawalkway;andanl/A0Wt5 anitanrgew a 349sq.ft•covered front P round swimming poolwith10•cop�t'' rear deck off dwelling%I of dwelling;install an 18'x30'ing install a p pool equipment area,and t2501inex,4610 leaching pool landwa" pool drywell,p , ratio; and parking area;install a!1,Wt'�� 5745q.ft.blue stone poo ft.asphalt walkway install a burled50:1- gates;install i67sq• erviousstructures; with g adsaPO1'imI - enclosure fencing Z dryWells in front yard for ne'N,mP install two( ) generator on concrete P 1020c ' 1' driveway; q C condenser and g pool,and approximately � 121 yard;install an / roundp SOMp10W propane tank in front y pr end i 5 Mattiu,ck. zlss Laurel way- 16.Z�ZS.a' V, cubic yards to be excavated a a g aaingg�to Located' 1uly fill proposed for backfilling Wednesday, tM EARING: Inv%twit::.. `TIME & pgTE OF PUBLIC H rest in thisprolect,you nd lor in the lustean If you have an ante southoldtownny g°vn the hours of8a%p y 1 about 5:30P.M• ww• sbetwee w al business da 765-1897 online at 631) file(S)which are availahledurin norm rowNofsokl`T 0 o'I _ to the 6-�V `f the hearing oaao of TRusrees' t �,x y .#�� .!'• a mot..`, . NOTIC �L. OF HEAI -" ING 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: KLEIN FAMILY TRUST SUBJECT OF PUBLIC HEARING: For a Wetland Permit to remove existing dwelling, rear wood deck, walkways and septic system; construct a proposed two-story, single-family dwelling with a 1,326sq.ft. footprint; a 527sq.ft. uncovered elevated rear deck with stairs to ground, and a 143sq.ft. covered elevated rear deck off dwelling; a 349sq.ft. covered front porch and walkway; and an I/A OWTS sanitary system and leaching pool landward of dwelling; install an 18'x30' inground swimming pool with 10" coping; install a 574sq.ft. blue stone pool patio; install a pool drywell, pool equipment area, and ±250 linear feet of pool enclosure fencing with gates; install 567sq.ft. asphalt walkway and parking area; install a ±1,467sq.ft. gravel driveway; install two (2) drywells in front yard for new impervious structures; install a buried 500 gallon propane tank in front yard; install an A/C condenser and generator on concrete pads; approximately 296 cubic yards to be excavated for dwelling, septic and inground pool, and approximately 1,028 cubic yards of fill proposed for backfilling and grading. Located: 2155 Laurel Way, Mattituck. SCTM# 1000-121-4-20 TIME & DATE OF PUBLIC HEARING: Wednesday, July 16, 2025 — 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 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town. 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 121 .04 _20 PROJECT NAME Klein - New Dwelling The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑✓ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity, agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: ❑ Nature and extent of action: Demolition of the existing home and new build of wheelchair accessible 4-bedroom home(1,326 SF), consisting of a basement with walkout egress,Pneumatic elevator fromcthe main floor to the basement. New rear deck (673 SF), and 18' x 30' In ground swimming Pool Location of action: 2155 Laurel Way Mattituck NY 11952 — Site acreage: .7 Present land use: Residential Present zoning classification: R-80 _ 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: AMP Architecture (b) Mailing address: 10200 Main Road, Mattituck, NY 11952 (c) Telephone number: 631 6039092 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No❑ If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 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 LWRP Section III—Policies; Page 2 for evaluation criteria. ❑✓ Yes ❑ No ❑ Not Applicable The proposed residence accessory building and as-built deck maintain the community character. Congruent distances to wetlands are maintained throughout the neighborhood. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ❑ Not Applicable I There are no historic or Archaeological Resources on this property 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 ❑✓ Yes ❑ No❑ Not Applicable The proposed home does not obstruct the visual quality of Laurel Lake and Laurel Lake County Park. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria Z Yes ❑ No ❑ Not Applicable The proposed Construction will be controlled throughout the project, All new permanent structures will be connected by Stormwater Management Systems Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 0 Yes ❑ No ❑Not Applicable All proposed structures with be connected to Stormwater Management Svtems which will protect and improve water quality. 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. ❑ Yes ❑No Z Not Applicable I 1 All Proposed work will remain outside of the wetlands and proper precautions will be put in measure to prevent the quality and function of the ecosystem from being affected. 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. ❑ Yes ❑No❑✓ Not Applicable The proposed work will not affect the air quality Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable All construction debris will be disposed of properly 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 Z Not Applicable Proposed work is located a on private site. Attach additional sheets if necessary i WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No ❑✓ Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑✓ Yes ❑ No❑ Not Applicable s The proposed work will not affect marine resources and marine life. The home will be situated outside of wetlands Haybales silt fencing and other items will be used to protect wetlands during construction Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III— Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes ❑ No❑✓ Not Applicable PREPARED BY AMP Architecture TITLE i ATE 04/01/2025