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HomeMy WebLinkAboutFischetti, John & Deborah Deaver John Bredemeyer, President Of F94 Town Hall Annex Michael J. Domino, Vice-President ��° 54375 Route 25 James F. King P.O. Box 1179 Charles J. Sanders Southold, NY 11971 Dave Bergen °r ,� �aTelephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees field InspectionMork Session Report Date/Time: Samuels & Steelman Architects on behalf of JOHN FISCHETTI & DEBORAH DEAVER request a Pre-Submission Inspection for proposed additions and alterations to existing dwelling. Located: 2615 Wells Road, Peconic. SCTM# 86-2-1.2 Typef area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Distance of proposed work to edge of wetland 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 Storm Water Management Review: Yes No Not Applicable Info needed: Modifications: !r✓3� �e f U� dyC rj/INz.v v ^on s f , tNQ low-�l - ►� eve w 1� �� v►�G T Condition41w-c 3 G c�- L.V///V JI mile' GdYe /-gm OV 4 . 17t f c J✓e 1 d 6 k �a,f t o Co 4ev✓►'3.- 6V Pr ent Were: XJ. Bredemeyer -Q. Domino �. King �. Sanders/ D. Bergen Bay Constable Other Form filled out in the field by e� Mailed/Faxed to: Date: SEESEC BEESEO NO.- SEE SEC x0 015 SEE SEC n0075 90 - NO NO.ms � ,MTCH .. SWSEC qD 016 _ _ _ _ N, — —_�uNE • _— �'_ --- _ _ _ _ t]. NO WE SEC, �5 Lam. FOR K.NO. Fqi KL.NO I x ,�z nn Q1.; Nd ♦ u ,B.,a STSZxS —1. ms5e°��O mw�a'E5c No ,p mam mwn! 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CREEK m ® l p 49—i a+K.NO O ,eu l SEESEC NO. • t11 - DE1C2 ' ,•e t.iilcl 0 1 I •e � _ 'n x y4.1 �I, � y 5. t0 t 7 b � °,EN e.5 UL�41 h T] >1°MO 5 17 7A 1 rt e.JMc, F Wci y ti�G � ,0 • I IA p.] ,°,•xaw�+'�'e ,.ae�:'l' 11 xsA,cl B i xFdi KI..� NO--- --INE SEO..0. 4.�" Y„ 4 •.1 ' 9EE NO. 1> ♦ p.pn,,, SEE SEC.NO.M SEESEC NO .� ...,_ .... ^^ ,.. — -- .--^ — -- ^—`^ --•-- NOTICE "?%'� COUNTY OF SUFFOLK © x D= eour,to.D SECTION NO Eowa^.7.o... --�— ..r.xxr (Z,1 O o..... --.-- owe --x-- i,wn,e 9• E G ------ Real Property Tax Service Agency r m E _ r� ----- _ --"-- �— C«pa p.RNnN.w.HY„wt M m 86 ,.P.��x,N•. r �na„'� P ,Rctro tW0 PROPf RTYMAP S A M U E L S & S T E E L M A N r' ■ ■ ■ • • ■ • • _, Y'\ November 5, 2014 NOV - 6 2014 Southold Town Trustees Town Hall Annex m Southold, NY 11971 _ Re: DEAVER FISCHETTI RESIDENCE 2615 Wells Road, Peconic, NY SCTM# 1000-86-02-1.2 Attn: Elizabeth Cantrell Attached find materials necessary for a Pre-Submission Conference with the property owners and the Trustees on Wednesday, November 12 at the site, including: 1. Authorization Letter 2. Check for $50 3. SITE PLAN Please let me know at your earliest convenience that we are on the agenda for that day, and I will ensure that the proposed construction is flagged for the Trustees inspection and discussion. Thank you, as always, for your help, Tom Samuels ARC[IITECTS 25235 MAIN ROAD CUTCHOCUE, NEW YORK 11935 (631)734-6405 FAX(631)734-6407 Board of Trustees Application ^" County of Suffolk State of New York JOHN FISCHETTI &DEBORAH DEAVER BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE TOWN 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(S),TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. tomm I 00ou P? Signature of Property Owner .� c r� I � SWORN TO BEFORE ME THIS ' _DAY OF VL k`ob t/ 20 Notary Public 1 x_. Board of Trustees Application AUTHORIZATION (where the applicant is not the owner) JOHN FISCHETTI&DEBORAH DEAVER 504 E 63rd ST,APT. 23P I, _ _ residing at _ (print owner of property) (mailing address) NEW YORK,NY 10065 do hereby authorize (Agent) Tom Samuels to apply for permit(s)from the Southold Board of Town Trustees on my behalf. ladjA __ ( wner's signature SITE DATA SCTM # 1000-86-02-1.2 PROPERTY: 2615 WELLS ROAD ADDRESS PECONIC. NY 11957 OWNER: JOHN FISCHETTI & DEBORAH DEAVER 504 E 63rd ST, APT. 23P NEW YORK, NY 10065 SITE: 109,159 sf = 2.51 ac ZONING: R-80 uj SURVEYOR: PECONIC SURVEYORS PO BOX 909 SOUTHOLD, NY 11971 LICENSE # 49618 W DATED 616/14 = UJ F_ Q LOCATION MAP o RICHMO ND CREEK ° Z W EXISTING DILAPIDATED DOCK �c `'� .tea i O a LANDWARD E06E OF TIDAL WETLANDS AS 0 DETERMINED BY SUFFOLK ENVIRONMENTAL 0=0 LOW WATER MARK 0 CONSULTING ON MAY 20114 � SITEuj Q a MEAN H116H WATER MARK 06 > coS0'3915211E 111.69' S10 31'42"W \ \\ 'ob� �1 � TIE LINt TIE L(N �� \\ T\\� Z UJ N PROPOSED POOL v 97 46, \\\�\`\\ •n,6 fp ENCLOSURE FENCING �I 1\gy dla C-) ro\�� S3�• 4 FT HIGH vL T NDS w P In �- l�� j 00, �- � � BOTTOM >� �' \ __ _ BA1 K FLOOD ZONE LINE LOT GOVER,4GE: MEAN HIGH �� �� -- O 1 WATER MARK � � � � � \� c�'S � � � � m N � � � �' �--�- _ TOTAL AREA = 109,159 sq. ft. FLOOD (TOP OF BA �., UPLAND AREA = 72,975 s ft. Z 1 N rn / ML 6) ' I WETLAND AREA = 56,186 sq,. ft. W Fm 4 \1p_ -- -- O� Z % 60 N� \0 /- / � �� I� s HOUSE, GARAGE 4 SHED = 4,616 sq,. ft. w Lu T ND /-- O O w I PROPOSED POOL 4,616/72,973 x 100 = 069 V (6 ENCLOSURE FENCING IMPERVIOUS SURFACES = 4,524 sq,. ft. O W / 4 FT HIGH 4524/72,973 x 100 = 06515 A �; ki r p / PROPOSED DRYWELL ELEVATIONS 4 CONTOURS ARE FLOOD Zo LI O p / ( FOR ROOF RUNOFF (DNU REFERENCED TO NAVD 88 p / � \ / / �A $'' � O +'1,4' r QQ �/`� i S SFT DIA x 4FT HIGH LANDWARD EDGE OF TIDAL WETLAND5 A5 / \\ ( / A,4 os r -g U' TYPICAL FLOOD ZONE FROM FIRM MAP DETERMINED BY SUFFOLK ENVIRONMENTAL � / 2 \\ \ I WETLANDS / T/ �d _ _ _ s' NUMBER 36105G0162H CON5ULTIN6 ON MAY 2014 NEWWIMMING ��� G," fi PROPOSED DRYWELL ♦ = WETLAND FLAG5 20 +"! ,/ , FOR POOL EQUIPMENT (P DYVLim OFT DIA x 4FT HIGH / A P ' I X(ST( EXISTIN6 SANITARY SYSTEM TO BE POOL ABANDONED AND FILLED IN r / EQUIPMENT 5T � PROPOSED NEW SEPTIC SYSTEM 6. RE5IDEN� FOR A 6 BEDROOM RESIDENCE '( i ¢ \ RENO { IO � \\ LP EXP �0, - 1500 GAL SEPTIC TANK (ST) / \ � I NmY•4 '�,' .-iw LP EXP - _ SiIDE 3 - (8) 8' DIA x 2' 1416H:LEACHIN6 POOL (LP) 05 Z ' \ xis / I, ARI�I�' a \. / LP LP YARD O - FUTURE LOCATION FOR (4) 8' DIA x 2' N Q• M o I - y HIGH LEACHING POOL (EXP) Lo 4 / � 1/I� �� ��- MOP 000 / LP EXP CHET' Y 23.7 / BACK J �• G // h� ��Q 362 t9.6 fl1 r% '� I .��.. \� ----tet__ \ i� "11 00 _. ° -- —� v �`' to /%'' / --_i 8 'X N I N W J' w z w x PROPOSED HAY BALES F a z LL D W• v w NEIN ENTRY w4 SILT FENCE DURING n ,/ L 171IVE> `Y WALKWAY -( GON5TfZIJGTIDN f W• a N = M NOV 0 \ S6.44'52„W _ __— }� ,\ \ �� ,� 1 COVERED 7 NEA 7` p WO/F JOAN M. GONDIT 4+ NO1� Z�I E '1 Q • \ - - 73.60' �L� \ \\ 36.2 EXISTING ` PORCH REVOCABLE TRUST Y^ A E 3N1� r r I ,.: 311 1 ADDITION TO ZIL I \ DRIVEWAY TO r r PROPOSED DRYWELL TEST HOLE — f� \ BE REMOVED ” /` FOR ROOF RUNOFF (DNU EL +-1' RESIDENCE 312.37 . .ari fry , ,._.. , OFT DIA ,� � � 1 \\ EXISTING �� �• i �mop \� TYPICAL x 4FT HIGH — f� ( \ PIERS TO BE O �i / REMOVED - cd )Lu 2 IN HSajVpVjO 3003 j // N -X3'10 W PROPosED HAY BALES NEW DRIVEWAY ENTRY TEST HOLE $� �r�' ' / FLOOD f- •� 6 E SILT FENCE DURING ZONE AE / CONSTRUCTION N/O/F EILEEN T. MG6UIRE ------ ML 6) PLS NEW DRIVEWAY ENTRY - -',--� BY MARK McDONALD EOSCIENCE REVOCABLE TRUST ZONE x unuTv NEW YORK 11971 FLOOD ZONE LINE POLE O N EST HOLED TA 010-15-14 ELEV+7' / unurr 0.5 FT. DARK BROWN LOAM OL w POLED 2.5 FT. BROWN SILTY SANDY SM O o / 4NI / I D PALE BROWN FINE _ A 6.1 FT. TO COARSE SAND SW m PROJECT NO: R c� — �\\ 1407 2123' ��_�-- / \\_/' L L DRAWN BY: � E WATER IN PALE BROWN UT 13 FT. FINE TO COARSE SAND SW �` N1�•3�'00 6.1 FT BELOW SURFACE -WATER CHECKED BY: TCS `� ENCOUNTERED, ELEV +0.9' V` V, DATE: 10/31/14 SCALE: 1" = 30' - 0" DRAINAGE CALCULATIONS SHEET TITLE: AREA OF EXISTING RESIDENCE (DW-A) DRY WELL AREA x RAINFALL x RUNOFF FACTOR SITE (DN-A) 3,535 SF x (2/12 FT.) x 1.0 = 590 CU. FT. USE: (4) 8' DIAMETER x 4' HIGH POOL PLAN SITE PLAN- (4) 8' X 4' STORM DRAIN RING = 675.6 GU. FT. PROVIDED REQUIRED 675.6 CU. T. > 590 GU. T. SCALE: 1" = 30'-0" AREA OF NEW DRIVEWAY (DW-B) DRY WELL AREA x RAINFALL x RUNOFF FACTOR SHEET NO: (DW-8) 5,295 5F x (2/12 FT) x 0.7 = 618 CU. FT. USE: (5) 8' DIAMETER x 4' HIGH POOL USE: (2) 8' DIAMETER x 2' HIGH POOL (5) 8' X 4' STORM DRAIN RING = 506.7 GU. FT. (2) 5' X 4' STORM DRAIN RING = 168.9 GU. FT. PROVIDED REQUIRED 675.6 CU. FT. > b 18 CU. FT.