Loading...
HomeMy WebLinkAboutNew Suffolk Waterfront Fund 0 0 John M. Bredemeyer III, President �*rjf Sjy0 Town Hall Annex Michael J. Domino,Vice-President �� l0 54375 Main Road P.O.Box 1179 James F. King,Trustee Southold,New York 11971-0959 Dave Bergen,Trustee G Q �O Telephone(631) 765-1892 Charles J.Sanders,Trustee yComm Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 8, 2014 Glenn E. Just J.M.O. Environmental Consulting Services P.O. Box 447 Quogue, NY 11959-0447 RE: NEW SUFFOLK WATERFRONT FUND 650 FIRST STREET, NEW SUFFOLK SCTM# 117-8-18.1 Dear Mr. Just: The Southold Town Board of Trustees reviewed the Health Department Site Plan prepared by Marshal Paetzel, RLA and Joseph Fischetti, PE, last dated April 3, 2014, and determined that the proposed installation of a sanitary system with retaining walls is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, +n John M. Bredemeyer, III, President Board of Trustees JMB:eac a B608a. 0,] �Ib a BEE .NO. t' IB ,_ t.f.Yy No , 1 Ro. 12 PoRG41q. �Yy' 1]r a' yJ 9EE SEG,q. t] t'Wq ,�M4 g a ^, 643ro1 / W 5 ) ] 2. �P CE�ROS rpm �, r e "^ x AO se +i a 11, t0 I CUTCHOGUE n ,= n 2.00 ..�. IAM4 HARBOR �N+ . e a - � a • a9 22k4 ✓ ,WA i APER x ,.eMcl s 9 a sr. a•, 'I 9 s e e 1 11M4 f 1B3 ,BKC a N p n iBW u F, ,a ' e .2 ®]dNA •a _ " 16e n ,!1 ,a ' '°� a a x ms 9n ]'-] a1+ zwa a a 9.,p x i/eu�K+���• M p6 61 1 e t, +] i n � � 2• iVtgO 53 ,0 9 lr.. as WitSat — g. n 1u § +vtA $ a]— ' a, 1 r =wA +avq 90 I I BAY • n _ osy -- PECONIC ° GREAT _�_ .,�,_� — _ �� __,__ NoncE COUNTY OF SUFFOLK © K „ SO1RNOLO WCr NO E r� Real Property Tax Semoe Agency v 117 H>nrrr - o �� ___ —_�__ m a -- -- Bvnv,ICrBn9wra.v.K�nex lE A Iwo e P110PERTY,BBP i � • iomeoe Environmental Consulting Services June 30, 2014 Mr. John Bredemeyer, President I Board of Town Trustees JUL - 2 7-7 014 Town of Southold - Town Hall Annex 54375 Main Road P.O. Box 1179 7/S Ari Southold, N.Y. 11971-0959 Re: New Suffolk Waterfront Fund 650 First Street, New Suffolk S.C.T.M.No. 1000-117-8-18.1 Dear Mr. Bredemeyer: At the present time we are seeking to obtain a Letter of Non- Jurisdiction under Chapter 275 (Wetlands) of the Town Code for the installation of a sanitary system at this site. The proposed sanitary system would be located greater than 100' landward of the existing bulkhead. For the Board's review we have enclosed 4 copies of the plans for the project. Should you or any members of the Board have any questions or comments regarding this matter please feel free to contact me at any time. I may also be contacted viaa-mail at Gj ust 10215(iTAOL.COM. Sincerely, Phone (631) 653-0607 • Fax (631) 653-3348 121 Jessup Ave • 2nd Floor • P.O. Box 447 Quogue, New York 11959-0447 ---------- KING STREET TAX LOT 17 EXISTING RAIN+ RYW LL - - LAND NOW OR FORMERLY OF PHILIP LORIA TO REMAIN FOR GRAVEL PARKING DRAINAGE �i0 i �OZ�OZ g $r N TEST HOLE DATA SITE DATA �� O � � - - -- -- - - N - - -- N. _. _ -- PERFORMED BY: SCTM #1000-117-8-18 m EXISTING FISHING STATION I- NEW M CSUFFOLK,�� �� �� �_ McDONALD GEOSCIENCE Site Area: Total Lot Area WATERFRONT/�� • � 'Oti BOX 1000 SOUTHOLD,NEW YORK P (2.148 Acres) Y Y AT E R F R O N T o N 631.765.3677 Upland Area COMPLETED ON:01.13.2014 Buildable Area (2.051 Acres) Main Street S a3°4rao^E 134. � - - _ " - TB#1 (ELEV.OF BORING 4.2') Total Building Area: New Suffolk, New York n C G +5:5 o _ a WATER ENCOUNTERED AT ELEVATION 0.5 Pre Sandy Existing: (1678)SF a Current Existing: (1200)SF Proposed: 1725 SF • ExIsnNG/ s�4, C UTC H OG U E EXIST.GRADE ALOW P ( ) HOTBOX�, e N PROPOSED WATER 3.9 ABLE SANITARY FLOW (DENSITY) N N � s HARBOR MIXED SAN (V M SERVICE UNE a AND LOAM 1! . Ground Water Management Zone IV oo • 2.4 - - 5 - - - - - - EXISTING PERVIOUS - - - o , m m • • CFINE OURSOE Allowable Flow for Site:600 GPD/Acre �a rs �N G NG AREA i ROOF� � �7T - < • • 2. acres x 600 GPD acre= 1230.6 allowable �_ I (TO REMAIN) \DW-3% o Proposed 743.3 proposed a N • 0.5 SAND 3.4' P P rN I • W WATER SEWAGE DISPOSAL SYSTEM DESIGN CALCULATIONS 26•r � marshall paetzel N ( '.:''': • • • • • IN I ' 44'0 %PROPOSED • • PALE Barn 616 SF x.04 G/SF =24.6 GPD ExIsnNG e"[4 0 + PERVIOUS TAX LOT 22 8 23 BROWN Storage 1467 SF x.04 G/SF =58.7 GPD LANDSCAPE A R C H I T E C T U P E FINE TO Sanitary Kitchen N (ENATION T.W.8.5 GRAVEL (COURSE Restaurant 66 seats 66x10=660 66x20=1320 =1980 GPD NORTH FORK HAMPTONS I v (TYPICAL) � tPROPOSED ELEVATION 7e 6.0 +4s • LAND NOW OR FORMERLY OF + �0o,a PICALI I rn a TOWN OF SOUTHOLD • TS. SAND qo +4.5 M + Totals PO Box 478 PO Box 1397 F-- - 660 1320 =2063.3 GPD LL i ` .5 10.0 p1 - 12830 Main Road 530 Montauk Hwy,#203 LJJ E I i \ ���� _ - - - -- - • • 13.0' SEWAGE DISPOSAL SYSTEM DESIGN Mattituck,NY 11952 Amagansett,NY 11930 L.G. • SEPTIC TANK p • ( 1 LP i it r` +to.li - 7s•4' hone 631 209-2410 PARKING CALCULATIONS: Required=2063.2 x 2=4126.6 gallons fax: (631)315-5000 ` ' PROP. _ _-' gg ROOF j F- Use:12 foot diameter 6 foot liquid=4500 Gallons email: mail@mplastudio.com 761.4. +-- ' GRADE 9.0 I +8.75 DW-2, -- - � M+ 4.75 8.50 ( DP ; -' A • RESTAURANT: 66 SEATS 1@ 1 SPACE/3 SEATS LEACHING POOLS 44 ew+" °� !� �� PROPOSED^�'� ;�`. to MIN. ,� WOOD STEPS I • I MARINA: 1 RKIN�G SPACE FOR 1 EMPLOYEE Required:2063.3/1.5=1375.53 LF Engineer. Designer Of Sanitary System and LL 1IL � '��T, i 1/, 9Tk1R1f o EXISTING �'- ;"`. % �T� MAldlk► I • =1 SPACE N , � t PRt3P I • 10 foot diameter,1375.53/31.4=43.81 LF Retaining Walls ; I COMMUNITY I LP ; EST,�` � �oorx •W I BOAT SLIPS @ 1 SPACE/SLIP Use:10 foot diameter pools(11)4 foot deep=44 LF GARDEN ` � o i HOLE`iN wAt►c',W/ PICK + PLOTS Ttl 1EIIAtf1U1' ,o M ZIT ; \ o' MI AfftON 5.70+ • • =16 SPACES (5)Expansion Pools 30 foot dia.4 foot deep Joseph Fisctlefli, PE TO REMAIN Fit 647 LPr) : I `O ST --- {SR$�ICSN A 74.8 ` ~ � ro,1I I I TOTAL SPACES PROVIDED=38 SPACES GREASE TRAP Professional Engineer v d 41 +,'. -.-- `I pp! ``I� PROPOSED a • - (INCLUDES 2 HANDICAP SPACE) Required: Gallons 1725 Hobart Road t a ;_ 4.75 T 6' r __„r ;�\T; F el wooD STEPS 3T 2 • I Use:8 foot dia.5 foot liquid=1500 gallons Southold, NY 11'971 ROOF j ( LPri ' i DP ' - ROOF 1 n DW-5� +B.S n`. % _ t DW 1 I + .} s.75 i N + YA74 DRPTB I % ` 9.5. Oe i�B + • I r 'F 300 L `� ` 10' 70r i /^t pseK ui I • 12 T 730TS 'r n t _ _ 1 CAfTIl10NCOVW'MMAW In! �'Z n W w t` E T.W.8.5 { L! F _......;.;,..,.�__'�_...____.... -_ U. 8.5N CONCRETE W W W • + � E` ) + STEPS + �`a"� W O I O YN �� - 2 2014 1F 3 Z \s a - • I u, rYAx , 2-V MAX O CONCRETE z s'�+ �* 0'F RETAINING WALL 2.� elw (SEE SHEET L2 FOR \ \�� • I �' a-W ELEVATIONS) ` N • • naar_ _ �- trMINPIPSOR r f T 3QWAUWr V N W + EXISTING GRAVEL \y \ ro a m®� j AREA TO REMAIN O� N +N 5 2 33 par E N N o Q n S @ 3 \ -n < a>ewat + rum. TM LX u� m � \ v Y°Nartrr� EXISTING CONCRETE TO 12 • o \ EMAIN r � -- - � \ \ Q � ( x•.07. , a - rn * N 83°45'00"W 19294' \ \ + n trYAiL r n I - 463 GREASE TRAP DETAIL DMITIN06RAVEL - e°-- k. ': r aewr r ,v, „-• ., I m MAIN .. AREA TO REMAIN 71ELOVEA[ONC APPAl7�7 'HWA71WM4 A ONIU[r10,2D12 STREET _ y N 86'03'16"W W 81.77 gyp`+ I NeAw Du'n AND Laocll.o CAlT IR[IN rom 70 U11AIX .� SITE DATA: 04 v� 5. r MAX M NIGH W MAx ATER[1�BER l�PAGE 869 -- - SCTM#1000-117-8-18 N�°� 'W[�6sr TOTAL LOT AREA PARCEL #11 I- -I +M �'� w LOT AREA: 100,636 SQ. FT. (2.310 ACRES) EXISTING BEACH UPLAND AREA:93,588 SQ. FT. 2.1 ( 48 ACRES) ; I m® � ® �I ot,T ,�,,,,x. BEACH AREA:4,229 SQ. FT. (0.097 ACRES) DLAMFTIRR m E ® + S* b` I �T�� 0 ® ® �) '°°t' BUILDABLE AREA:89,359 SQ. FT. (2.051 AC) wT MON utvws to GRAM cb Ty: owtc ,.a fp N a o li -�-- + `1,'� >r I 7Y :.rte Q NOTES: [�'tea •�( T MN,Tt1APF1[' I ;J EXISTING reAUNcrar _.{L-F. > rYe:. o PROPERTY LOCHANGE PLADITIONS N PREPARED BY: D ON p MIN . ;; w \ it MAX / BARRETT BONACCI &VAN WEELE, P.C.CIVIL WillF"°°" nAM ENGINEER,07.05.2012 t imv u• ` x '�isrv°L1r' Y MM. t. 'l X-M f� CULLAR SECTIONS S �� 2.TOPOGRAPHIC INFO TAKEN FROM "r JOSEPH A.INGEGNO LICENSED LAND SURVEYOR (LS49668) Ottl'O A Vii STRATA' .• OF MW AND ORAAU, TNNIlWT II•�ItO�Ql«,10,AT1R tt MA RACK FIU MATgRUL TO RE Ct�ANi SAND AND oRA VEL LINE OF NEW YORK STATE LAND GRANT REVISIONS C I FILED OCTOBER 9, 1901 LIBER 510 PAGE 373 I DATE DESCRIPTION ;F (AS SHOWN ON PREVIOUS SURVEY BY 2 SINGLE UNIT SEPTICT PICAL LEACHING-POOL - WILLIAM T.BRYAN,L.S.DATED MAY 22,2000 3 FIFTH STREET NEW FFOLK ROAD Section Not to Scale Section Not to Scale HEAVY Durr FOURTH STREET T60 of WALL a.s- -- - --`- -- AN DGO tVeRS T 6o RAD! HEAVY DUTY _ _ _•_ GAST IRON fRAME5 AND GO�'!'R5 TO GRAD[ _.. . FF10' C :0 THIRD � STREET y C � ,N, ._._ -- _ �+Ft,--` _ INV 8 3' IHIEAVY DUTY N 3 „a c _. - .._.. PROPOSED /' A5 IRJN PRA1Nl: AND m _ R�6� '.�i: TRAP 11 uwNs aNuri t.«Mlers `/ GOVG1� TO GRADE TITLE: m HOUSE as• •r� MwsoMar "�I a g l e Nu rai •'I .__r -: .. K" 7MAK. MIAtON�l1' MAipRY PER rnOT 0. �4NWAfi 7wtlRCWveB SECOND STREET I VAAIL 8 Inch traffic - - - - 2'CAST IRON ` 7 5 :O• cwr�+wNe+r raffl OUT OF (NVB' INV. i . 1, P :_��� severs HEALTH �R x GRADE 4'Verbs BUILDING MIN- IT Nt NM thTCM ■®®E'� + _ . . ,r INV 7.3 INV B.8' DIA. rli� Ila - 1kS ••MN DEPARTMENT 1500 GAL .14* INV.6.5' FIRST STREET -(` 3`-04 GREASE TRAP 4,'i00 GAL '4• it - 1 SEPTIC TANK 3 PLAN - _ rs REBAR @ 10"EACH WAY SYSTEM DETAIL `" " 'I EFFECTIVE DEPTH 4' 0 15 30 SUBJECT JOSEPH Ftat 7fETT1,PE �' PREMISES ,70 [mss 90UTH01A NY 11971 CONC=MPSI ' 6311-765-2W4STEEL=80KSI It r�� SEE INDIVIDUAL DETAILS FOR GREASE TRAP,,SEPTIC TANK d.LEACHING POOLS groundwater .51' Scale 1„=30' o KEY MAP DRAWN BY: S.PAETZEL,RLA RETAINING WALL R TA RANT SYSTEM DETAIL DATE:2014.04.03 L1 4 LEACHING POOLS REVISED 1"=500' Section Not to Scale � Section Not to Scale SHEET � OF 1