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HomeMy WebLinkAboutMunafo, Joseph & Jodi • • *QF SOUry John M. Bredemeyer III,President Town Hall Annex h O Michael J. Domino,Vice-President 54375 Main Road ,� P.O.Box 1179 James F. King, Trustee T Southold, New York 11971-0959 Dave Bergen,Trustee • �O Q Telephone(631) 765-1892 Charles J. Sanders,Trustee (,DUMY,� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 6, 2014 Joseph & Jodi Munafo PO Box 275 Peconic, NY 11958 RE: JOSEPH & JODI MUNAFO 75 WELLS ROAD, PECONIC SCTM# 75-6-3.1 Dear Mr. & Mrs. Munafo: The Southold Town Board of Trustees reviewed the survey dated August 25, 2014, and determined the proposed 2-story house, 2-story garage, sanitary system and driveway are 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. This determination is not a determination from any other agency. • 2 • If you have any further questions, please do not hesitate to call. Sincerely, ?- *V-% John M. Bredemeyer III President, Board of Trustees JMB:amn �e s P 8 _ \\•\ / M1`dd 18.BAIc1 ,y°,y P ♦ �c' ♦• ♦ r'17 XI 0 XT X 30 03 —Rc,cOFOFEN 'a q ti Bac1 II a �,tiC 1 ,S W4 O 1°CN I Cx�� 1yn€ 1 ,C.Alcl aB..A g h y 15 c q,'^ ,Ly6f"' x�TB rc no.ylsw ♦ CN SBR° ' — O ,° xx txz w w ,S EA o cErctoxNEx,xrc,,,N r A xfi I�m: x iW d" Bio / ,eA r at zz.z A.sn — ' x.Bnlcl tx' HSAIq $ ,0 SOUTIO DIST SOUTT. (\ fi R � eBVBcawExrmexni �p 7, IS. �•�1a <. Iq ♦ CBVBtC/rexx•r,Hn, SCH-DIST.NO.S / Ctv[tow[x,mrwnl ;� ,7 O a '« SAIc1 SOU HO�o 'N xl Y I P ettAlc� ,PM 4 : cq 2. 153 O � 33 xx � N / 1e xA �d 5 iii Pn nld` v,N or�souTHoln Rg a 5 M1 OSBE&EOSi.CCaNi O. OBOBn Cxt CtCNtx LN0 —uu •R�T�OR vC�l.BO.' c , aeSeEEG I0.OvCCNOSEE SEC x N -E, SEEL xa.cx__—i.rE\ MATCH—�.--r ----__---- LINE MATGM--�--- _ —'�—_ LINE— — g \ SEE SEC.NO.CBS SEE SEC.NO.CBE u w \ .. _ __ NoTIcE QR.COUNTY OF SUFFOLK © x BOOTIOLD SECTION NO El G -- Oal Property Tax Service Agency Y,.,.. --- - ,w. �.. — x.a� • .x. ,.a«. .'�«w�� ,., o-.E .,u • uG•umv m•PN NwY NYt,1M1 °' •m 75_ ... ...o.,..u. w.� w.. xn rR rear. A ERTY MAP P October 23, 14 Board of Town Trustees Town of Southold Town Hall Annex i ..; 54375 Main Road f OCT 2 4 2 014 P.O. Box 1179 Southold, NY 11971-0959 �na+ ! Re: Letter of Non-Jurisdiction for 75 Wells Rd. Peconic NY 11958 Joseph and Jodi Munafo are requesting a"Letter of Non-Jurisdiction"from the Board of Town Trustees for property 75 Wells Road,Peconic NY. As you can see on enclosed survey we are outside the 100 feet of requiring a wetlands permit. Please review and issue a"Letter of Non-Jurisdiction". ZTanksyou i Joseph&J di Munafo 0 �z THIS IS TO CERTIFY THAT `` \ FOR JOHN SCOTT IN THE AJIMOVED ON THE \ f-i1SORM TO�dJ� \ ` CONSTRUCTION AND ARE STANDARDS.T141S A DEVELOPMENT HAP 15 \ \ \ DATE.C.ONSEmT IS \ \ ENDORSEmENT APPEARS PROVISIONS OF THE MeL ` ------------------ s an lit Yz \\ O / / \9g 3S�hF��S �°� o�- /e�^,� • �` sfi tin m .\. � .�,a, '•,^ �� a r s Attic rvo V, '` ` wry. �• / T cn ry-- rl '�l \ T j 1 \ I � o lw �• - X91 LOT 3 PLOT 50ALE, I"=IC _%o•wa+-vlsn4RBANCE ea•r!R GLEARIt�IG cp` _OT AREA 2 MAXIMUM GLEARIN& = 2509 OR 24812 `� \ \ \` d 91w1Nr AND LOCATW BY 116 ON FW.11,2005 \ \\ \��$ F Haw Lot s la \ 3 \ � tt-`•�� \\ Iva \ - ` ` � /► //'� `�� �'�� \ .. � ��` ,O.`�� °s• i,.an i -a`�a � \ ` \ tea' �♦ - � ` � \ --'�`��\ y-- � -- P- Q OF DRAINAGE SYSTEM CALCULI TIDO VS_ SURVEY OF DRIVEWAY AREA: 1,990 sq. fl. LOT 1 pyo a° y 1,990 sq. . X 0.17 = 338 cu. ft. <y�JOJ ,y ° % H338 cu. ft. / 42.2 = B.0 vertical ft. of 8' did. leaching pool required MAP OF PROPERTY OF PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS ROOF AREA: 1,726 sq. ft. JOHN S C 0 TT S�.0 1.;726 sq. ft. X 0.17 = 293 cu. ft. 0 , 293 cu. ft. / 42.2 = 7.6 vertical ft. of 8' dia. leaching pool required FILE No. 11699 FILED APRIL 27, 2009 ♦ S ✓ PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS 6 ;- SITUATE H �� -V O PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: , A �� / F9 + °� PEC0NIC 400 <+yy w S ALf� y�L PROPOSED 8' DIA. X 4' DEET DRYWELLS FOR DRIVEWAY RUN-OFF ARE SHOWN THUS � .a y° Jt *6 8�• y� � ��9�`92p�� TOWN OF SOUTHOLD �'QJOJo ♦ 4 � SUFFOLK COUNTY, NEW YORK s1 , r ,_ ••�� S.C. TAX No. 1000-75-06-3.1 �+ _ L ..... 1 SCALE 1"=50' I �tio �� G� i; ►� AUGUST 25, 2014 I r 4o h / / ' �, otic !!e�� , OCT } �n1 i I - ' AREA = 80,050 sq. ft. \\ ELL L 1 24 1'.} 1.838 OC. 4.1 / 02.I \7 �07� /�/ ���6�� / sT1 �S i CERTIFIED TO: a00 / ' itF.n JOSEPH MUNAFO O C� i h n ! _.J ' ♦ � Q yy Foot ` °F V J� ` JODI MUNAFO WESCOR LAND TITLE INSURANCE COMPANY / e p ADVOCATE'S ABSTRACT, Inc. CLEARING NOTE CLEARING OF NATIVE VEGETATION LIMITED TO 35.0% e ♦ � ( / / / /� / w000E � � /�� OF TOTAL LOT AREA c �O NOTES: 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM ' ♦. 1_: \\ j 4'ki LOT / �OPc `\ I I / / '�`' EXISTING ELEVATIONS ARE SHOWN THUS:5,0 V) / / �fq� l / / I / / I AIL EXISTING CONTOUR LINES ARE SHOWN THUS: ------5----- �- 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. TANK: 8' LONG, 4'-3" WIDE, 6'-7" DEEP 1pFFER 6'�•i 3. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. ° �\ \\\// ♦ / / ^ 75, NO TURF UagP \I/O 3 POOLS: 4' DEEP, 8' dia. e 0 10d �O�SF ' 'I PROPOSED SOX FUTURE EXPANSION POOL \ V ° \ _♦ \ // / ` `\O 9 `\ A, ® PROPOSED 8' DIA. X 4' DEEP LEACHING POOL e ® PROPOSED 1,000 GALLON SEPTIC TANK 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD d°♦ \ a (f° OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. ° � z�Pe�o y6�Q 0 5°< �� I \ 11 �y \��af TEST HOLE DATA �� / Oj• Iq( (AS SHOWN ON FILED MAP) ELEV. 9.0' 0. DARK BROWN SANDY LOAM OL AL BROWN SILTY SAND SM �� '�'(� � ��♦° OQO� l \\ I `..jam=i / // �/ l \11 11 1 2.5' PALE BROWN FINE y - ♦ �d d- / aC / 6s 1 1 TO ELEV. 3.6 MEDIUM SAND SP 5.4' PREPARED IN ACCORD WITH THE MINIMUM - ° \ ` / / / WATER IN aures t�J O I PALE BROWN FINE STANDARDS .FORLoTj TLE SURVEYS AS`EfsAABLI$HED `(� ♦a ♦ / ,O 1 I / TO MEDIUM SAND SP BY THE L 11SE y�R -OTE LAND FOR S SSOC 5F 81', TITLE 590CIP11p1J.a- l O l'/ o. 12, PROPOSED SEPTIC SYSTEM DETAIL F.n°US140 TOP BURIED (NOT TO SCALE) °a• FINISHED GRADE 4'DEEP m PRECAST REINFORCED CO CRE LOVER E2{'diu.LACKING,WATERTIGHT h INSECT PROOF FINISH GRADE r ♦ - / gis BURIED 1'DEEP i.2'DEEP CAST IRON COVER TO GRADE ELEV. MIN.4'dia. APPROVED PIPE 20'min. 0•min MIN.4'dia. TOP EL n.3' 3 FURTHEST LEACHING POOL PITCHED 1 4' 1' TOP ELEV. 12.a' APPROVED PIPE ' e �o -y 1 PITCHED 1/8'/1' e' A OF A 3 POOL SYSTEM 7T / hGj' O'P No 50467 CQ� 1 Q INV.EL INVERT �, ��: m INVERT CROSSOVER S,AND� 11.5' PIPE ELEV.ILO_ _ - •4 UNAUTHORIZED ALTERATION OR ADDITION' ♦ d \ / h6 `Y 5 m FLOW ELEV.�'- � ♦ Io -) BAFFLE TO THIS SURVEY IS A VIOLATION OF Nathan Tait = orwin III SECTION 7209 OF THE NEW YORK STATE 1 d ° ~ EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING Q♦ 8 I � B' GROUND WATER THE LAND SURVEYOR'S INKED SEAL OR G �; eO OM - EL3.6 EMBOSSED SEAL SHALL NOT BE CONSIDERED ,9,1' ELEV.y TO BE A VALID TRUE COPY. ° SEPTIC TANK (1) CERTIFICATIONS INDICATED HEREON SHALL RUN v'pOff+ TEST HOLE ELEV. 9.0'ONLY TO THE PERSON FOR WHOM THE SURVEY AS SHOWN ON FILED MAP 1.MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1.000 GALLONS. LEACHING POOLS (3) Title Surveys - Subdivisions - Site Plans - Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE r- TANK;6'LANG, 4'-3'WIDE,6'-7'DEEP MINIMUM LEACHING SYSTEM FORA 1 TO 4 BEDROOM HOUSE IS 300 sq !t SIOEWALL AREA TITLE COMPANY, GOVERNMENTAL AGENCY AND 2.CONCRETE SHALL HAVE A MINIMUM COMPRESSNE STRENGTH OF 3.000 Dei AT 28 DAYS. 1. LENDING INSTITUTION LISTED HEREON, AND o O 3.WALL THICKNESS SHALL BE A MINIMUM OF 3',A TOP THICKNESS OF 6'AND A BOTTOM THICKNESS OF 4'. 3 POOLS; 4'DEEP,8'dia. PHONE (631)727-2090 Fox (631)727-1727 TO THE ASSIGNEES OF THE LENDING INSTI- zc 2. LEACHING POOLS ME TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE(OR EQUAL) ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPUED FORCE OF 300 pet. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. n zo N/0/F 4.ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. LEACHING STRUCTURES,SOLD DAMES MD/OR SLABS. ALFRED N. DtiNUNZIO jr. 5.THE SEPTIC TANK SHAD_BE INSTALLED AT LEVEL IN ALL DIRECTIONS(WITH A MAX.TOLERANCE OF 21/4') 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL). OFFICES LOCATED AT MAILING ADDRESS o ON A MINIMUM 3'THICK BED OF COMPACTED SND OR PEA GRAVEL 4.A 10'min. DISTANCE BETWEEN LEACHING POOLS AND WATER UNE SHALL BE MAINTAINED. THE EXISTENCE OF RIGHT OF WAYS z & BARBARA H. DTNUNZIO 6.A 10'min.DISTANCE BETWEEN SEPTIC TANK AND HOUSE SMALL BE MAINTAINED. 5.AN 8'min.DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MANTANED. 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF 6.AN 8'min.DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHAT BE MAINTAINED. Jamesport, New York 11947 Jannesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED.