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Home My WebLink AboutMirro ELIZABETH A. NEVILLE, MMC Town Hall,53095 Main Road TOWN CLERK �, P.O.Box 1179 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS Fax(631)765-6145 MARRIAGE OFFICER Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER 11U www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Building Department FROM: Sabrina Born, Southold Town Clerk's Office DATED:. February 15, 2019 RE: Cesspool Construction Application Transmitted herewith is a copy of application No. 4700 for a Cesspool/Septic Tank Construction Permit submitted by: Samuels and Steelman Architects for Justin & Elizabeth. M rro.. Please review the application and location map and advise if this office may issue the permit. Please complete the form below and return it to me. Thank you. * * * * * * * * * * * * I have reviewed the application and location map of the project cited above and make the following recommendations: APPROVE DISAPPROVE Comments: Final approval required from the SLlf"folk County Health Department Signature Dated ELIZABETH A.NEVILLE ,» �� Town Hall, 53095 Main Road P.O. Box 1179 TOWN CLERK Southold,New York 11971 REGISTRAR OF VITAL STATISTICS Mp Fax(631) 765-6145 MARRIAGE OFFICER 'S Telephone (631} 765-1800 RECORDS AGEMENT OFFICER �,w FREEDOM OF INFORMATION OFFICER southoldtown.northfork.net I OFFICE OF THE TOWN CLERK TOWN OF SUTL I SOUTHOLD WASTEWATERDISTRICT APPLICATION, CONSTRUCTION r ALTERATION CESSPOOL or SEPTIC TANK 25 Application No. 7 Residential @ 10 or Non-Residential $ Permit No. Applicant Name Architects Tom Samuels, Samuels and Steelman Arch Applicant Mailing Address 25235 Main Road, Cutchogue, NY 11935 ^ ._ _. Septic al or Cesspool__,,_ new septics stem with new piping ingBrief Description of Proposed Construction or Alteration _ --.________ . Location of Proposed Construction/Alteration : Owner of Property:....--1_ fin,,, ..Elaz .k (-,,.th,..M.irxc ...... ... ..... — . ..... Owner Mailing Address: 3 Greenacre Court, Kensington, NY 11021 _. .. . .. ........m ------------------ -. ......— Owner Property Address: 2455 Nassau Point Road, Cutchogue, NY 11935 C Name and hone numb. ... .. ............_ __—Tom S..m.. .. 734-6405 p number of contact persona,... Samuels 631 i Tax Map o: Section 1 Q4......... Block Lot, -- Cross Street Vanston Road ...... NOTE: LOCATION MAP MUST BE SUBMITTED T PLICATION. NEW CONSTRUCTION REQUI S SURVEY WITHT APPROVAL S�ignature� Applicsnt...,_ Ot ....,,. Received by: ... . I/G/I� I-LR JVLT-IJ E, DATA I S11 CTM # 1000-104-13-06 iROPERTY: 2455 NASSAU POINT ROAD ►DDRESS CUTCHOGUE, NY )WNER: JUSTIN & ELIZABETH MIRRO 3 GREENACRE COURT KENSINGTON, NY 11021 .ITE: 55,672 sf = 1.278 ac TONING: R-40 SURVEYOR: Harold F. Tranchon, Jr., PC P.O. Box 616 >- Wading River, NY 11792 631 9294695 LICENSE #048992 UJI DATED 01/16/17 8-8-2017 TOPOGRAPHICAL DATUM NAVD 1988 LU 0 ■OCATION MAP V Mei wcl r�wateae Creek U) arVe � �ate 2' r Ex m e n Uj 01 Li�tie Peconic Satyr cn cn fi CV GROUND WATER +I.I POOL: O Sf 090. I \-3'MIN TOTAL: 3,-720 5f 7.1190 -7 2 sty fr dw _ PROPOSED NEW UNDERGROUND PUBLIC WATER LINE ~� PROPOSED NEW UNDERGROUND PROPOSETNF�W GENERATOR ELECTRIC UTILITY LINE, FLOOD ZONE -LOCATION OF EXISTING SANITARI ABANDONED - FILLED IN OR REM :ISTIN6 EXISTIN6 6ARA6E,5TRUGTURE EXISTING TREE TO REMAIN :EE TO TO BE REMOVED \ NEW STONE TREE WELL 5L :MAIN EXISTING UTILITY POLE\ PREFAB YARD BASH PROPOSED SILT FENCE GRATE PIPED TO DR DURING CONSTRUCTION / POOL EQUIPMI 16 1 ��\ ✓r ILLFT E d 5A ALK AT H STONE RR E ' GEOTHERMAL WELLS TYP --C'ON5 r,711 'N f L AJCPA v iF1 O ItlOPOSEPRD +I LL a ~tec JL vPo5=5 NrW- l"w "lk � :I T E EkRACE 12.1 + Rl? ldGpl'7 I��❑ + 0 It min �BAp9? SH SND ,x PAW N&COURT 54+�F BRAVE} 51RFAGr ,• +fvJ wl DIA SDR-3 r.. aX�Sr II + u SERGROUNDt IEE ,NITARY LINE H T DIA SDR-35 > ri Cs SEDFZO Wk 5TE S r �P GNAW),.. PAGE M �+� o=ROFOS�D ZA VTY FEEF1 + 2 Rt W�9Ci �.. 810 NEW PC L 1.2+N1.8 1T L?Sa �72.I I 25'X551 V A 7 u -' t L .I - GEOTHERMAL L aT FlOL A ,� 3.6+ I L + 6.0 X z 2 -5'" WELL5 IP Septic. V18+ EL +# a ti ;t[ C�I 4 GLEAN OUT r - 1 ( �� { +11A 611.6 ILct+ " A :+15.6 1'F�OPOSE 1 + s L1[.111L1 N 1 s nr §{v ^ s + OW ? ❑(�L 1C ICvIA13E /'i r "i/ ✓`�' " r r rr 8+ 80.I 11.8+ 5 't EXTEIOR FLOOD FIRE LACE ZONE AO \ 8. d G BU � x E - F x x r X e 6 ROPO�ED NEW 5TEPPED I TO BEACH7�, PROPO5W1iD SILT CURB E�EV 6:9 MIN (6" C FaNGE- RG ING RADE CONSTRUCTION J'r 8 N _ @SED NEW 17ER6ROUND EL I'V ELECTRIC LINE TO PUMP :)N IN CRAVY _'PI OF RESIDENCE *11.5 GRADE LINE GRADE LINE 2 UPLAND 51TE AREA E 204 51' ELEVATION+10:1 ELEVATION AREA rALr-ULATION5 r-OR UPLAND SITE AR MIN. 2' MAX. 5TRUCTILRES EX15TINS PERr_ENTAcE ESOFL) FT IMIN +7.66 HOUSE: 2,2e)2 r.F 4 -116"/FT MIN TOP OF POOL +8.1 F F P SEPTIC Ar-r, 5TRUr,: 52-7 9f 1.095 t EA TANK GALLEY PORCHES: 0 5F 095 I 1= +-7�;56 4 OF POOL +4.1 D1 ll� + _1_7 DECKS:E.+7.66 so40F POOL +4.1 IE. +-T.77 q1I Sf 1.7495 GROUND ROUND NIATER +1.1 POOL: 0 5f 095 3- MIN TOTAL: 5,720 5f 7.1195 N/C/F 2 sty fr dy Rathgeber K A Irry QPRT R_aTFgeber_U-F7r—ry QPRII`__ 111 Cherry Valley Ave #507, PROPOSED NEW UNDERGROUND Garden City, NY 11530 PUBLIC WATER LINE PROPOSED NEW UNDERGROUND 2325 Nassau Point Rd PROF`05Etl-�GENERATOR ELECTRIC UTILITY LINE 1000-104-13-5 DWELLING WITH PUBLIC WATER FLOOD ZONE bNE LOCATION OF EXISTING SANITAR ABANDONED - FILLED IN OR REP EXISTING EXISTING (5AIRA65,5Tf:;4)0TURE X15TINII OVERHEADTREE TO TO BE REMOVED EXISTING TREE TO REMAIN JTILIT"r LINES REMAIN NEW STONE TREE WELL 51 Tr EXISTING UTILITY POLE\ PREFAB YARD BA51 -PROPOSED NEA &RATE PIPED TO DF UNDERGROUND PUBLIC DURING SILT FENCE DUIRIN6 CONSTRUCTION POOL EGUIFI, WATER LINE O cm 16i 2 10 5 lb B + 8, S411 _11, 4 FT WkE 77 AL<1,N Tr,H 5TO RR E GEOTHERMAL If 14 WELLS Typ -ICONS UC,I I IN IRA,7415`5� IS nRIVEKAY ENTR'jl 12 _TO-5E REMOVED Ct PROPOSM:� nz F-OPII lo. NEA p P:K 12,1 U1 7 F FRACE 0- + Io qD /W1,61 Y F+ f f- BAS 5, 1 X4 PARKING COURT Dx4 4 ...... i 10.3 ORAVC-g,:�'URFAII p4 IN x ,44'x&S' + -4 �11 DIA 51;)R-5 12 4, UNL�tRC51ROUNP ,4 SANITARY LINE 4" 1;)IA SDR-55 IO.-T+ (,SwRAI77 r ,�>�Jk DI-0 X r 25x55) O LG mn iST HDL�' A 1 11; —OEOTHER AL O +2 5.1 �IELLS 71 L& min EL + 6.0 rn 'Ay L67 CO) LG LGOCLEAN OUT-�7� +11. [2 + eTcNII +11. 5 V A 2'111�11, x ILE)+ 8011 11.8+ + +I I.q 0 01; F"Ef Arm ZONE AO I Af &A R m >u AN x E x x x NEW TIMBER CUA 6 PO F010T-PATH TO BEACH if fiO ��II NEW STEPPEr:> FROPOS, D SILT CURB EI 6.5 MIN(6" T--�NGE VRINI57GRADE CONSTRUCTION r 8 10 415ERC, N EK DRY�NELL5 ),1V MTL GRATE FOR —UNDER61ROI_D STORMNATER RUNOFF FROM F�bkR STORMI RUN p SITE (TYF) FROM BUILPINC, STPUrJRE: PROPOSED NEW SLOPED POOL EQUIPMENT =&. =I=iDtu.n.LI I`1C 333.84' ACTUAL FROM BULKHEAD PROPOSED SILT FENCE PLbOD II' p DURING CONSTRUCTION Ln + ZONN X � ;�--NEW BEACH 6RA55 IN EXISTING NON-TURF BUFFER EXISTING WOOD WALL TO BE REBUILT AND INCREASED IN HEIGHT TO ELEVATION +10.0 I . SEE 12:16IL -� 'tel F� STWE I0.6p ERRE 1 �— NEW STEPS TO TERRACE � r�� 51TTtN6 t I Il RELOCATED BEACH STAIRS AND LANDING ELf +I PROPOSED STEPS 84i TO BULKHEAD +10.4. I a.O+ ERcD 0ROH 550'-0"PROPOSED POOL HOUSE C I TO BULKHEAD pF sED N> +I I q O'-7"PROP05ED POOL HOUSE so kat I TO HPGH WATER MARK EXISTING WOOD BULKHEAD HADA E d - _I 28' L"EXI5T9NG RESIDENCE BULKHEAD EXISTING BUILDING IN �- -- -7 STRUCTURE TO BE REMOVED DIA 5128-5 P'ROP05ED RE51PENCE 1 I TO BULKHEAD 14'-7:' EXISTING DECK 8 1 I TO BULKHEAD FROPo5 D �' to NEW PO L 50' SETBACK FROM BULKHEAD ss x55) �= 6eOTHERMAL l 1 EXI5TING BEACH STAIRS AND rNELLs 71 I LANDING TO BE RELOCATED EXISTING NON-TURF BUFFER TO REMAIN PROVIDE ADDITIONAL BEACH GRA55E5 AT ° BASE OF RETAINING WALL EXISTING TREE TO REMAIN PROa05e_ 12, i REPAIR/REPLACE IN KIND BULKHEAD TOP WOOD CAP + +I I. 50'-q"PROPOSED POOL STONE 10. :' +2.8i TO BULKHEAD I Rr PROPOSED POOL v ��.� TOHIGH WATER MARK FLOOD 6 � I HIGH WATER, 1-16-201'7 ioR FLOOD ZONE vE +q:72 GEOTHERMAL WELLS -ALL (IS) WELLS LACE ZONE Ao aFE II' TO BE CLOSED-LOOP SYSTEM I f0 /, EXISTING WOOD BORDER TO BE REBUILT AND �- � c � INCREASED IN HEIGHT TO ELEVATION +10.88 STEPPED +6 {' DOWN TO ELEVATION +'1,5 SEE DETAIL 3 — — co x +2 EXISTING WOOD BULKHEAD - NEW BEACH GRA55 IN EXISTING NON-TURF BUFFER C ..,_ Q5.76 PROF05ED SILT FENCE OED NEW STEPPED TIMBER 6 +3.4 DURING CONSTRUCTION EEV 6.5 MIN (6° OVE FIN, aE 50' SETBACK LINE FROM BULKHEAD `, I NEW WOOD RETAINING WALL 20 FT RETURN FROM OSEtLNEV�/ WATER SIDE SEE TAI 3 :GROUND DR`A= — 8 >TORFfWA-TER RUN F BUILDING 5TRUCIRE5 + f FLOOD ZONE LINE D HOG NECK BAY - (LITTLE PECONIC BAY) 'r dwell IN BETWEEN NEIGHBORING BUILDING STRUCTURES F M a re, 11530 w oint Rd 3-7 m ;o 3LIC WATER a -!$ TO