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HomeMy WebLinkAboutCorazzini ELIZABETH A.NEVILLE,MMC �;�� �� ',k Town Hall, 53095 Main Road TOWN CLERKS ; P.O.Box 1179 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS G` Fax(631)765-6145 MARRIAGE OFFICER �� °0 � �iiii �VIWI �� d, Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Building Department FROM: Southold Town Clerk's Office DATED: January 11, 2021 RE: Cesspool Construction/Alteration Application Transmitted herewith is a copy of application No. 4934 for a Cesspool/Septic Tank Construction Permit submitted by: Paul Corazzini for Payge Corazzini & Mark Pagano 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:. Signature _........_............ Dated Town of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 01/11/21 Receipt#: 277290 Quantity Transactions Reference Subtotal 1 Septic Permit-Construct- Resid, 4934 $10.00 Total Paid: $10.00 Notes: 22.-5-26 Payment Type Amount Paid By CK#1231 $10.00 Corazzini, Payge & Mark Pagano Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Corazzini, Payge & Mark Pagano 3120 Albertson Ln Greenport, NY 11944 Clerk ID: JENNIFER Internal ID:4934 ELIZABETH A.NEVILLE " Town Hall, 53095 Main Road TOWN CLERK = P.O. Box 1179 Ole Southold, New York 11971 REGISTRAR OF VITAL STATISTICSFax(631) 765-6145 MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER " Telephone (631) 765-1800 FREEDOM OF INFORMATION OFFICER southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or AL'T'ERATION PERMIT CESSPOOL or SEPTIC TANK Residential @ $10 !.f or Non-Residential @$25 Application No. Ll 3 L/ Permit No. Applicant Name / el r' Applicant Mai ling Address ' /Z c - Septic Tank lior esspoo'_I Brief Description of Proposed Construction or Alteration 'j Location of Proposed Collst action/Alteration: Owner of Pro ert s _ell�' V `7 `✓X- Owner Mailing Address: 3 Owner Property Address:_ ' °� .._.... Name and phone number of contact person Tax Map No: Section Z, Block Lot Z (� Cross Street J 01-4,1(l),a NOTE: LOCATION MAP MUST BE SUBM17 T .,J) WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVEY WI D7,A ,, ''11 DEPARTMENT APPROVAL Signature of A i)licant Date Received by: Karen I Hagen Attorney at Law 16 Vista Court Riverhead, NY 11901 (516)982-2112 karenhagenesq@gmail.com CLOSING STATEMENT Title Insurance Co.: Fidelity National 'rtitle Services #7404-008521 Premises: 2115 Cedar Drive, l'as t: Marion, NY 11939 Buyers: Payge Corazzini and Mark Pagano Seller: Helen Moraitis Lender: N/A Closed: October 19, 2020 at the office of Howard Smolen, Great Neck, NY Present: Karen J 1­1agen, Esq.- buyers' attorney; Payge Corazzini and Mark Pagano buyers, Howard Smolen sellers attorney;,Robert Arrigo- Title closer, Alexander Aquino— Douglas Eiliman Real Estate CREDIT TO BUYER CREDIT TO SELLER Downpayment $28,500.00 Purchase price $285,000.00 Taxes $143.62 ($3.34/day x 43 days- 10/19-11/30) Total credit buyer $28, 500.00 Total credit seller $28.5,143 62 Total credit buyer $28.,5_00,0() Total due seller $256,643.62 CLOSING FUNDS: Helen Moraiti.s (cashiers check#80002015 Total glue seller ) � Ca . .6-..2 $256,643.62 Closing expenses Fidelity National Title Insurance Services (cashiers check#9793706007) $7,544 15 Karen J. Hagen (personal check) #1018 $1,400.00 V_,4x")0 Robert Arrigo (title closer) (personal check) #1017 $250,0,O S.C.T,M.# DISTRICT 1000 SECTION 22 BLOCK 5 LOT 26 #R-20- 1277 TTY O'LK CCN A my t o MF AD m� , .�a� ����¢.?�.u� l�' 1. Z 77 "PlIll"J�h"ll/i OF S'1 f,. ' b a I � . wm liIZF41"1, 4' ;,.If`till ("4�!' "V � �� ., �� i ii� � `�'4P ll'' �� 1�� � �1 Il bfi A ,, NI Pi � "'s�i �° N.11 � G�V ups i�P^��""aur 1 � VACANT 1 350 1 1 150' LOT 25 VACANT 1 VACANT 150, 350' 188.43 LOT 18 1 � EL 36.5 1 1 570$4'40"B 1 UNDER GROUND MUMS 20' ` � J EL 38.5 + CL 37.9 s ti w VACANT ;Z SILT FENCE 150. z 77.0 OF o u uurc� g g LOT 17 q ® i 1 DRY WELL Nu p i+B'DIAWDEEP o 1.250 GAL S.T. (1)E8"N0.Ax12`I]EEP LP. CLEAN (37.5) 6.0. a (36.5)OUT 2 o 3 h LOT 27 O .. ...61.3 \ �n° M tee: 3 150' LOT 25 VACANT VACANT �. 150' 188,43' LOT 16 1EL 36.5 N 57°54'40"E ._.._, ..�.,, I UNDER GROUND MMESEL38.5 20, CL 37.9 —� A, r d VACANT 750 x, 77.0' �PPROPOSED LILT FENCE MB pp� OF DMRBANCE t O p Ow 00 tdI DRY WELL LOT 17 p B'DIAX5'DEEP �. o XMROOMS 30 Gu S.T. I \ (1)8'DWc12'DEEP L.P. (37.5) C� (36.5) . C� LOT 27 PRO 8.p 0 p 61.3' a1 wLLr ': CONCRETE WASH our AREA !N 80 OF PROPOSED DRNEWAY. M FFL(39 5) PROPOSED DRNEWAY GF 375 150 62.8, .0 N Dir WELD WDKX5'DEEP (37.0) .D°. �, EL 34.5 oPOSED , 50' STAGINGto AND CONSTRUCTION \ ENTRANCE / \ bmf' WELL \ "DI IDEEP PROPOSED SYOCK PUZ LOT 16 40 I 93.2' �, f 11 � CL 36.3 qq O EL 37.0 ] 3 PROP. � WELL S76°41, 4p W NOs r�7ARYO t.CacaN IN Ns ARE, LOT 27 EL 35.9 V150'T 193,-94, ` N LOT 15 k r X7 93.2' t 3 d LU d CL 36.3 EL 37.0 P 15 PROP. Ry E WELL S 76-41'40" ' NO S+ IIA�5IIING Poocs IN THIS AREA LOT 27 EL 35.5 VACANT 193,9'A' 150' LOT 15 I VE N TYPICAL SILT 50, MIN. f SCREEN SECTION E � Dq T ON SITE P tltl GEOTEXTILE FABRIC OL TOP SOIL Y " -SUPPORT PD HAY BAIL AND/OR tl WOOD OR .SILT FENCING In LOAM FLOW DIRECTION Oa SM .aa EXCAVATED AND /�, \�& _. 2.0' \L , �. . PACKED BACKFILLED TRENCH-- SY.., EXISTING GROUND SAND N & " II II I �I I� - LA. Q , . . Q 4 SP GRAVEL ll f�TT�L _� 3fiiI7YB3 b 9.0' .CONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED LLI(']Z/4' STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. FILL TO 18' (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. SAND GRAVEL TYPICAL DRYWELL CROSS SECTION NO WATER REVISED 11-21-20 (CONC. PRECAST COMPONENTS) — 17® R DRYWELLS AND CESSPOOL T RING O A ONSHOW RE FROM nELD OBSERVATIONS SHOWNFILED AND OR DATA OBTAINED FROM OTHERS. APPROVED#W� ZONED R-40 Hyl. p fO 4® ELEVAAON DATUM: NAVD88 PITCHED _.,. MCHM11r71 AREA: 40,606.38 SOFT. or 0.93 ACRES -- .�.,, DRAINAGE CALCULATIONS: ® O a 0 UNAUTHORIZED AL7ERAAON OR ADDITION TO THIS SURVEY IS A WOLA71ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURLY 0 0 ❑ 0 A) DWELLING FOOTPPJNT-1241 SO.Fr. ONLYMAP N70 BEARINGOT PERSON FOR NWHOM THE SURVEYY ISSPREPARED AND DN HIS BEED SEAL SHALL NOT BE HALFTOTHE TITLE COMPANY,RED TO BE A VALID UGOVERNMENT L AGENCY ANE COPY GUARANTEES ID LENDINGCATED R NS SHALL ONRUN 1241 x 0. 5' DEEP REQUIRED LIS7ED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE (1) B'DIA x 5' DEEP DRYWEIL=221cf PROVIDED THE OFFSETS R DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO 7NE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE TNEEFORE THEY ARE B) DRIWWAY=1280 SQ.FT. NOT INTENDED TO MONUMENT THE PROPERTY LINES R TO GUIDE THE EREC770N OF FENCES ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS 1280 x 0.166= 212cf AND/R SUBSURFACE S7RUC7URES RECORDED R UNRECORDED ARE NOT GUARANTEED UN4ESS PHYSICALLY EV70ENT ON THE PREMISES AT THE TIME OF SURVEY (1) WDA x 5' DEEP DRYWELL= 221cf PROVIDED SURVEY OF: LOT 26 CERTIFIED T0: HELEN MORAITIS; MAP OF: HIGHPOINT AT EAST MARION. SECTION ONE 1 � ` �.; p FILED:JAN. 1984 No. 7680 ��,� �' ^�° H' SITUATED AT: EAST MARION OLIM BACK FlLL MATERIAL TO BE ( TOWN OF: SOUTHOLD CLEAN SAND AND GRAVEL 3 0 20? C SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design r 't , ffi P.O. o 153 eo e, a York 11931 Grp, FILE # 220-21 SCALE: 1"=30' DATE: FEB. 8, 2020 N Y5 L _ P (631)298-1688 (631) 298-1588 f. ISC. NO. 050882