The URL can be used to link to this page

Home My WebLink About#8108-Kaufman surveys S.C.T.M. NO. DISTRICT: 1000 SECTION: 83 BLOCK: 2 LOT(S): 7.3 Received ` FEB 2 5 2026 Zoning cAoarci of Appeals G ,iL� / ,JOT,,JOT, s 2 06,69 85°2912oi OVE D Oft r1 510NE P�M '/ y o°o .10E 0 / + S.C.T.M.#1000-83-2-11.14 ° DECK / \+,\ LAND N/F OF / + ELLEN COSTELLO ^� +\� 3.5'E o WELL \ o COVERED DECK STONEWALL T ::..::::::::::.38, A O11m •,•.2 STY F�tAtrlE:�•;,•:.•:.:m +\ y n•p w ;:::::•DWELLING R2d5d•;;•„•,;•:a STONE +\ 0 z O •.:;..:"::':..:.'..:'. PATIO 25.3' ;:risz.•rrr:c: STONE x\+ 96.2r .4': CONC WALL / CPoRG D \ PORCH +\ STONE WALL x SANITARY STONEWALL X— } H��N FENCE \+ I. 3 5S�c6 } w \x } � \ 1N �::'•TENNIS COURT};::::} y.C/J t 'r?fBW MM STONE':•:':':•:•:.'•:'.:•':'':•:•:'.':.••..':.•.'.:'.:•'.':'.:'.::'::'•. R } � PATIO.:'.::::•::':.:'.::•:.'.:•:.:'.:'::':.':::':::.�:':.' ,',/ .5 W WALL / GRAVEL DRIVEWAY \/ J 9 ,F/ 36'11V( 1 1L CCr�GEN � S.C.T.M.11000-83-2-7.6 LAND N/F OF DIGNANS REALTY LLC Q � ° S.C.T.M.11000-83-2-12.3 34'W LAND N/F OF ELLEN COSTELLO I� STAKE �:.SNFDi% / m /} *� o J 17'W WELL • S.C.T.M.11000-83-2-12.2 ` M LAND N/F OF S ALEXANDRA BAUMRIND r,' DRAIN L P GAS B ST O GALLONS 8Z? p L P 8'0.12'DEEP SANITARY LOCATION SEA E ST LP I \ A 26.5' 38' \ \ ° EXISTING LOT COVERAGE 8 23.25' 2s.� o LOT AREA LANDWARD OF BLUFF: 301,796 S.F. ^O 0 a DWELLING W/COVERED DECKS: 2340 S.F. BARN: 1866 S.F. SHEDS: 400 S.F. 0 TOTAL: 4606 S.F. or 1.5% \ \ GROSS FLOOR AREA: \\\ 19'W 10,100 S.F. + (0.01x122,133.6)=11,321 S.F. MAX ALLOWABLE \\ �, 2 STY DWELLING 1 ST FLR: 1598 S.F. \ \ U.P- S.C.T.M.11000-83-2-12.1 2ND FLR: 1255 S.F. \\ LAND N/F OF FINISHED BASEMENT: 1525 S.F. \\ ,\I,\ P S ALEXANDRA BAUMRIND COVERED PORCHES: 704 S.F. \\ sq°28s\ � TOTAL 5082 S.F. S (\\\\ m 2 STY BARN W/CONDITIONED STORAGE 1 ST FLR: 1866 S.F. N/A 2ND FLR: 1499 S.F. N/A `'IcgNT� Q�<`LFN 2�y , '3a OcQ� '88 REVISED 10-08-25 ss, \ LANDWARD OF BLUFF AREA: 301,796 Sq. Feet or 6.93 ACRES q�Q,�Sh'OS� \ \ \ \ ^ TOTAL AREA: 322,133.61 S Feet or 7.40 ACRES �, FINAL SURVEY 09-15-25 '`SQ X��T�pF�Q� \\ z �\� O� UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY y� \ �a? Q MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN <q \ s ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION NO O�w�O LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770Nr GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPEC/RC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: SCOTT KAUFMAN; MAP OF: FILED: SITUATED AT.- CUTCHOGUE rowN OF: SOUTHOLD .fit KENNETH M WOYCHUK LAND SURVEYING, PLLC �.• . THE WATER SUPPLY, WELLS, ORYWELLS AND CESSPOOL SUFFOLK COUNTY, NEW YORK r Professional Land Surveying and Design LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS 4r�' A;f, P.O. Boa 153 Aquebogue, New York 11931 AND OR DATA OBTAINED FROM OTHERS. RILE #225-200 SCALE:1"=50' DATE: AUG. 6, 2025 N.Y.S. LISC. NO. 050882 PHONE (631)298-1588 FAX (631) 298-1588 �F ' S.C.T.M. N0. DISTRICT. 1000 SEC11ON: 8J BLOCK: 2 LOT(S): ZJ F ir! - t S E- m ReCe,lived A TWO STORY BARN FEB 5 2026 11/13/25 R-24-1616 Zoning 60&rk,,, j jAppealS SO C.x is 0 , 'k- 0 Lo 69' p6- OkA so ills 09 0 5TOtA S.C.T.M.11000-83-2-11.14 Of Of 10 Of Of DECK LAND N/F OF ELLEN COSTELLO 10 OffS 41. 3 SE TW oc WELL 0 DECK COVER STONE WAU 3 1 0 STONE PATIO 25.3' STONE WALL '-C WALL COVERED 96.2' ...................... PORCH STON E I&ALL ....... .... SANITARY STONEWALL -X,X CHA11LpZ ....... ......... FENCE 5 IN STONE PATIO STIQNE WALL 75W 18.5 GRAVEL DRWVAy \t J 36 1W S.C.T.M.ilDOO-83-2-7.6 LAND N/F OF x DIGNANS REALTY LLC 34'W 0 1 S.C.T.M.11 000-83-2-12.3 LAND N/F OF ELLEN COSTELLO STAKE 5 DWEWNG UNDER CONSTRUCTION \SAWARY C, C7 OVER 150' EXIST. 17'W INEU 0 WELL S.C.T.M.#1000-83-2-12.2 . .. LAND N/F OF ........ ..... 48r. S ALEXANDRA 13AUMRIND ............. .......... CO C X................................ DRAIN 9'W L.P.GAS j ST O 1250 GALLONS 0 L.P. &OxlZDEEP SANITARY LOCATION 's,m E ST LP A 26.5' 38' EXISTING LOT COVERAGE B LOT AREA LANDWARD OF BLUFF: 301,796 S.F. 0 DWELLING W/COVERED DECKS: 2340 S.F. BARN: 1866 S.F. P IVCO SHEDS: 400 S.F. < TOTAL:4606 S.F. or 1.5% I 9,W GROSS FLOOR AREA: 10,100 S.F. + (0.01x122,133.6)=11,321 S.F. MAXALLOWABLE 2 STY DWELLING 1ST FLR: 1598 S.F. U.P� S.C.T.M.IIII0DO-83-2-12.1 2ND FLR: 1255 S.F. LAND N/F OF FINISHED BASEMENT. 1525 S.F. S ALEXANDRA BAUMRIND COVERED PORCHES: 704 S.F. TOTAL 5082 S.F. 2 STY BARN W/CONDITIONED STORAGE 1ST FLR: 1866 S.F. N/A SO . 1000, 2ND FLR: 1499 S.F. NIA of REVISED 10-08-25 Vq 4,v pci6-" 0 n7�,q �yri"O LANDWARD OF BLUFF AREA: 301,796 Sq. Feet or 6.93 ACRES 0 FINAL SURVEY 09-15-25 TOTAL AREA: 322,133.61 Sq. Feet or 7.40 ACRES CIO UNAUTHORIZED AL TERA 77ON OR ADD177ON TO THIS SURVEY IS A VIOLA 77ON OF SEC77ON 7209 Or THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE'LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICA TED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY GOVERNMENTAL AGENCY AND LENDING INS77TUT70N LISTED HEREON, AND TO 774E ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: SCOTT KAUFMAN; MAP OF. FILED: SITUATED AT. CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS P.O. Box 153 Aquebogue, New York 11931 AND OR DATA OBTAINED FROM 07HERS. FILE #225-200 SCALE:1"=50' DATE: AUG. 6, 2025 N.Y.S. LISC. NO. 050882 PHONE (631)298-1588 FAX (631) 298-1588 1 LONG ISLAND SOUND Rpreived 206.6(j, TEST HOLE t4 85.2 N.T.S. 9120" E FF9 5 2026 McDONALD GEOSCIENCE PROPERTY OF SCOTT KAUFMAN LIME ALONG APPARENT"KI"WATER 8.1.03 2050 DIGNANS ROAD HIGH WATER MARK __ _ _ - I� Ir UT Appeals CUTCHOGUE,SOUTHOLD,NY BOIMOF BLUFF GRADE EL.64.5' SCTM#1000-083-00-02.00-007.003 4,2018 ', BROWN LOAM • 'ZONEYE (EL LOT 3 PETER KALAMARAS SUBDIVISION -—-—- -- OL _1.5' TOTAL LOT AREA=322,135sf(7.39ac) . ...... oo S M BROWN SILTY SAND GROUNDWATER MANAGEMENT ZONE IV 0 oo PUBLIC WATER;600gpd/ac cq '90 -3' '.' 0- TOTAL ALLOWABLE SANITARY FLOW=4,434gpd lt>Fbil TOTAL EXISTING SANITARY FLOW 300 GPD Sc BROWN CLAYEY SAND c') > �T DO C4 z PROPOSED USE: cy) DO Ng PRIVATE BARN AS ACCESSORY TO EXISTING RESIDENCE U) P SLUFF �D !O- - '-' _?� 11 EL 52.5' -12' U) EL EROSION HAZARD LINE AS SCALED FROW CO EDGE OF LAWN COASTAL EROSION HAZARD AREA MAP TOWN ZONING USE DISTRICT R-80/AC; �D �0 PHOTO No. 58-459-83 SHEET 5 OF 49 SW BROWN FINE TO EXISTING DWELLING,WELL AND SEPTIC TO REMAIN UNCHANGED 0 COURSE SAND U ALL NEIGHBORING PROPERTIES VACANT OR SERVICED BY co EL 46.5' -18' PRIVATE ON SITE SANITARY DISPOSAL FACILITIES AND 08 PUBLIC WATER SUPPLY . .. ...... NO GROUNDWATER ENCOUNTERED THERE IS NO PUBLIC SEWER DISTRICT THAT SERVES THIS AREA. co TO EL 46.5'-HIGHEST EXPECTED MELLING GROUNDWATER EL 11.5'BASED ON SANITARY DESIGN NEAREST USGS TEST WELLS ........ PROPOSED BARN,NO LIVING SPACE r2 PU BLIC WATER PROVIDE 1,200gal ST EXISTING DWELLINGWELL IN Z't PROVIDE(1)8'Oxl2'LP W EXPANSION AREA & IMPROVEMENTS 'GR4T, • • TEST HOLE 77 2 sj-0R., SANITARY SITE PLAN BASED ON SITE SURVEY 0 TO REMAIN F/?.AkfE NOIJS6 0 NATHAN TAFT CORWIN III LAND SURVEYOR SCALE NTS DATED JUNE 25,2003;LAST REVISED MAY 31,2024 let, ELEVATIONS REFERENCE NAVD 1988 PA TIO RIPA U1qD1 1, 1 �a 0 'K CAP 4z WALL�A ATE MUST BE 4z SrO WELL AND L A JL ALL EXISTING BUILDINGS AND IMPROVEMENTS TO REMAIN EXISTING HOUSE SEPTIC SYSTEM(BY PROPERTY OWNER) 5,0,6 101L� 1,500gal PRECAST SEPTIC TANK C/I (1)8'0x12'LEACHING POOL 7; SHOWN ON FINAL SURVEY ENG WALL ter lines must be insrctee, b the GATE ffolk coun t. o" i Health L C;,.111 (631)852-5754, 4C hours in SUFFOLK COUNTY DEPARTMENT Or HEALTH SERVICES cle'vance, to sch'adule inspection(s). PERMIT FOR APPROVAL OF CONSTRUCTION FOR A 0111-11/1 BARN ONLY 6' .10 GRAVEL J DATE zp, R P. yl/27/ R-24-1616 Q Ld CO PAD OV M V) APPR I kACANT 'p-1-111111111111 INT FOR MAXIMUM OF 0 _,WDROOMS 03 EXPIRES THREE YEARS FROM F OF APPROVAL 0 c� Ld PROP WELL IN PROPOSED ., ",,—,ILRO UG/P ITRIII WELL 0 U VACANT 0 VACANT 03 c� L0 Or S\O 03 E CAPPED OR PLUGGED 60 CASTING TO GRADE OR SLATE COVER rol FINISHED GRADE r ADJUST TO GRADE WITH N.J.SHALE TEST E[) RED BRICK& MORTAR (MIN.OF TWO HOLE COURSES&MAX. OF 15-) a*LAYER OF STONE MAINTAIN MIN. 6*SEPARATION BETWEEN BRICKWORK AND STRUCTURE 4'DLk 317 BEND < 4�rITARY NE LLJ< K T8'Ox6' VACANT 0 STORMWATER Li PROPOSED _'-DRYWELL TYPICAL GRAVITY HOUSE CONNECTION 0 NON-PAVED AREA CLEAN-OUT DETAIL LL INITS BARN & U) vi SEPTIC zQ 0 CLEANOUT DETAIL. z Q <O3RF °�°� SCALE NTS z< cf) Z 0:1— CL N HEAVY DUTY C.I. LOCKING -HEAVY DUTY C.I. LOCKING Q COVERS AT GRADE /FF EL 63' 10'MIN. MIN. COVERS AT GRADE LLJ 0 GRADE 62' 0 GRADE 62' cn Lj_Lo M < CLEAN r L 3' MIN COLLAR 24' 2'MAX. 4� 20 MAX % OUT CLEAN SAND AND E 60. GRAVEL 01 a- D 0 UK 4'0 SDR 35 V) PC"T Nrcm 114 mma < 110-. 1 kft 410 SM MM 18, 0 DWELLING If PC pw"ro"I/If S a. L E W. T' IE 59.5' IE 59' 0.2 z 50' 1013 15.5'N N.FOR ED 93 61 MIN PUBLIC WATER 12 0 01 25 in-M 13 PENEITIATION < 0 0 INTO SAND AND 119 9- In ITS SITE PLAN '00 95 In M es IM ww 12*MIN. 00 EFF. EFTH am'Ion Im M ITS eg WIM 25 in em eg 19 10 VACANT SCALE 1 :60 0.0 225 9 IM, EM,e.m 100;1.0 0 10M in In es f em w 0 PROPOSED 1,200 GALLON EL 47 0 Ld I PROPOSED PRECAST CONCRETE 46.5* 't -.t F- M SEPTIC TANK :2 X MIN. (N C14 0 PROPOSED LEACHING POOL Y C5 Z mercy NIS z z -0 HIGHEST EXPECTED GROUNDWATER 11.5'± 0 0 < 0 0)\, z U 46 C04, Ld ILL. _j < 0 M R- SANITARY PROVIDE 0o 0 L ".) U) r A I F NTH