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HomeMy WebLinkAbout1000-35.-5-35 (2) NOTICE TO ADJACENT PROPERTY OWNER RECEIVED BOARD OF TRUSTEES, TOWN OF SOUTHOLD JUN 1 8 2018 In the matter of applicant: Southold Town Clerk Anthony&Angela Geraci SCTM#1000-35-5-35 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Remove existing one-story,single family dwelling and attached garage,deck,and cellar entrance down to top of existing foundation wall;construct two-story,single-family dwelling and attached garage with approximately 2,894 sf footprint over existing foundation and basement(to remain),with a 406 sf waterside stone porch and steps,a 126 sf roadside stone porch and steps,and a new+1-5'x 11'basement entrance;and re-grade around waterside of new dwelling using soils obtained from on-site excavation,all as depicted on the site plan prepared by WSJS Architects,last dated May 11,2018. Additional construction activities depicted on the site plan,including installation of a drainage system and removal and replacement of the existing sanitary system and driveway,will occur more than 100 feet from the tidal wetlands boundary and therefore beyond Chapter 275 jurisdiction. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 600 Sung Harbor Road,Greenport 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wednesday,June 20,2018 @ 5:30 p.m. You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. Anthony&Angela Geraci PROPERTY OWNERS NAME: 167 High Farms Road MAILING ADDRESS: Glen Head,NY 11545 PHONE #: 917-841-5492 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road,Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. I ZONING INFORMATION STORM DRAINAGE CALCULATIONS KEYMAP EXISTING ADJACENT PROPERTY LOCATION TOWN OF SOUTHOLD STANDARDS STORM DRAIN SCHEDULE PROPERTY&DWELLING RAINFALL=2"/HR= .17 FT/HR SUFFOLK COUNTY TAX MAP# 1000-35-05-35 COEFF. FOR PERMEABLE, LANDSCAPING&GRASS= .3 DRYWELL SYSTEM A: (1)V DIA X T DEEP&(1)V DIA X 4'DEEP RINGS= 127+169=296 C.F. COEFF. FOR ROOFS AND PAVING = 1.0 ZONE: R-40 LOT AREA: 17,350 SF. ," y DRYWELL SYSTEM B : (1)V DIA X T DEEP&(1)8'DIA X 4'DEEP RINGS= 127+169=296 C.F. : • ,. LOT IS NON CONFORMING. REFER TO ZONING SECTION 280-124-NON CONFORMING LOTS LESS THAN 20 000 SF. _ - ;,, s % DRYWELL SYSTEM C: (1)8'DIA X T DEEP&(1)8'DIA X 4'DEEP RINGS 127+169-296 C.F 1%`-- IMPERVIOUS AREA TOTAL =888 C.F. BUILDABLE LAND= 17,350 SF- 110.8 SF(TIDAL AREA, NON-BUILDABLE)= 17,239.2 BUILDING WITH COVERED PORCH 1 ' INCLUDING ROOF OVERHANG: 3,800 SQ.FT. BUILDING AREA 17,239.2 SF x.2=3,447.84 SF 3,050 SF. 3,425 SF. y°-%" � STORM DRAINAGE DRYWELL CAPACITY REQUIRED FOR PERMEABLE&LANDSCAPE a r '': H I EXISTING " ? PERMEABLE AREA AREA=5,000 X.3 X.167= 250.5 CUBIC FEET LOT COVERAGE 20% 17.58% 19.74% 8ULKHEAp ;%-;';"%% STORM DRAINAGE DRYWELL CAPACITY REQUIRED FOR IMPERVIOUS AREA � =3,800 X 1 X.167= 634.6 CUBIC FEET �' LANDSCAPE IN THE FRONT 3,600 SQ.FT I FRONTYARD 35' 48.8' 48.8' TOTAL STORM DRAINAGE DRYWELL CAPACITY REQUIRED= 885.1 CUBIC FEET PERMEABLE INTERLOCKING SIDE YARD MIN 10' 13.6', 13.8' 13.6', 13.8' CONCRETE PAVERS DRIVEWAY AREAS: 1,400 SQ.FT. TOTAL STORM DRAINAGE DRYWELL CAPACITY PROVIDED=888 C.F. 1 27.4' 27.4y ` I SIDE YARD TOTAL 25' , EXISTING y " TOTAL PERMEABLE&LANDSCAPE AREA: 15,000 SQ.FT. BULKHEAD , REAR YARD 35' 65.3' 62.6' 102.53' EXISTING /"- BULKHEAD a iii%`':i, 1 EXISTING ADJACENT Dc� PROPERTY&DWELLING V / W W U N / LOT 54 co N 56037 ' 10 " E � � �� • • 1 62 . 00 OVERHEAD m J l� �O /9 WIRES , >- w 1- FENCE NE / /� WOOD FENCE �' FENCE �� LEGEND 13 /13 _91 L _ _ - - - - - - U - - - \�� �°�''=" PROPOSED PERMEABLE S. 0U % PAVER DRIVEWAY COca uj -p► BS ,/ / 0 m PROPOSED / ¢ z_ _ - _ 'n Luh w H p Z ti 3 EXIST z AREAWAY& - PROPOSED �i g __ w �_`- O O I 'b PROPOSED TWO STORY HOUSE 20 4 N / SETBACK / W Y STAICtV R F FIREPLACE& +�d' / o U �,�� ``� ,��-- ,��- 9 .81 &GARAGE TO BE �1-z 6 6 o U w B SENT / cn ¢ i \ �-t" i \ LLJ O W J P P m ¢ CHIMNEY mo i I #0 CONSTRUCTED OVER EXISTING Q� I oSEo S °D AIR t 1D. �O 0D; F EPS II tCP II EP I - / FOUNDATION &BASEMENT � Z 6 6' ETggCK 1- \2 w I t� t\ `-� t\ t -i- O 05/11/18- ISSUED FOR SUBMITTAL TO SOUTHOLD h (� cS J 4 ,151 EXIST SET N , ,� 7 \��---�'�\��_i_�'� \��_ �� ^ � � �.-�\ PROPOSED 1500 GAL. TRUSTEES ti _ p Qj BAC 9 A �- -r� / S ( 0 ST t 05/10/18- ISSUED TO EN CONSULTANTS 441 2 z ti Z 'tp I w 25'I \ NEW SAN TARY ��/ \\` /' �\\` // \\` 5.0' 1 \_,; SEPTIC TANK, 8'DIA.X 05/09/18- ISSUED TO EN CONSULTANTS 6 DEEP nI p�� ftia __j TP REMAIN E F O S CA TIL VE @ D O SYSTE I _�i��\[p'� _ - I[P� I REQ'D 03/30/18- ISSUED TO DEC ° Luz= 2 IA o I / t p - ��� - i t\ - i SEPTIC I N 1 1 LP t PROPOSED 8 DIA.X 4 O O O W I J S r i i i -� 1 DEEP LEACHING O 2 m 2 / I N F IS G ES E E �� .�� � �_ ,� ��_ �� / E�HAC `�� POOLS TYP. •� �/ EXIST. BILC'0 5 • ('49 7// 1 c I EP POTENTIAL EXPANSION A + ,q 1 LEACHING POOLS TYP. Q Q x /$T (� U )66.3'EXjS / EfJTRANC`E & ' ' PROP SED / ,��" ��� �� EP ► , \' I ''� �, 1JV JS ARCHITECTS g STEP$ WUOp m SETgA / AREAW TO SEPT C TANK ,� 1� �� i �� i I � I i PROPOSED 8 DIA.X ® 8 CK fit' `�_ -.� `� �� 1 ' T DEEP DRY WELLS 755 NEW YORK AVE., HUNTINGTON, N.Y. _1 � I �`' BE REMOVED ; -, - '-- �/ I `, �J ' z l z , �-, � I w/sLOT covER TYP. (631) 351-1999 co 4. ' 1 ST I I I M ti 's 1 , Ic0 ' l �J 1 w O S S R ------ -----t� / ( PROPOSED 8 DIA.X � OQ / �/ w O E A G TO �� `��_-,��� \� T LO , � T DEEP DRY WELLS ® _ w O T C D E / L0 ` - W/INLET. _j I I l I l O ~ E TI F N TI O) I W �I QmwT Q O c / m n B E N BELGIUM BLOCK CURB o I a / 18 OAI� � T 11. 1 I ARCHITECTURE INTERIORS PLANNIN Z O O Q ' TO BE REMOVE 1� �3 C 10.6 BORING TEST I - 8 EXISTING CONTOURS Y\ LIE OF EXIS ING Z F •8 HOLE 1 Q I THESE PLANS ARE AN INSTRUMENT Q 1 1 .3 I !! """ "! ,' W I OF SERVICE AND ARE THE PROPERTY ARC \ Y I 3 (8) PROPOSED CONTOURS �>~0 1'1jr O V % %%% A v WO D FRAME ECK 1 %��'✓� '%i` `%%%%; _ � 1 t� F4 OF THE ARCHITECT.INFRINGEMENTS O x I IT 1ST FL. OBELjj I1 0.4 /`i' /j� j„//j. ' ;; , WILL BE PROSECUTED. 5 �:J Ljj co jDvv Q \1 RE VED N ii/?; 't - \s = I I N THE CONTRACTOR SHALL VERIFY ALL Q \�QD 3 2 " ,1 l- C3.W. U0 FIELD CONDITIONS AND BEO ARP i %!"'" /„ j,, � � RESPONSIBLE FOR FIELD FIT ANDF %, y!/i//::% Y ,•; m QUANTITY OF WORK.NOALLOWANCESAw LA/VD T FROM M L 0 T I 3 LI O X TI O %` • � g % I SHALL BE MADE IN BEHALF OF THE ' gOU HWS I \ - .. (((��� i,%/: C O O ERROR OR t " y+ Dq I %' CONTRA T R F R ANY R I i i/%i- 4 I N R S R E U & i+?'%%'%'' -,''�''��l%%� „ Ilk' P�T�n'ti` �I a C��N!SULTANTS 4 o ma© �+ 102 �PITF�EY BOWES IP $ 007.090 a%Ni ItlY 1 96$ * 0004707763 JUH 11 2018 7017 2400 0000 4976 2913 ° MAILED FROM ZIP CODE 11968 i Town of Southold P.O.Box 1179 Southold,NY 11971 ME I ,