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HomeMy WebLinkAboutTR-8363 John M. Bredemeyer III,President ®� S® Town Hall Annex Michael J. Domino,Vice-President g; ® 54375 Route 25 P.O.Box 1179 Glenn Goldsmith x Southold,New York 11971 A.Nicholas Krupski ® Y� Telephone(631) 765-1892 Charles J. Sanders ®��L, Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTFICATE OF COMPLIANCE # 1226C Date: May 23, 2016 THIS CERTIFIES that construction of an 864 sq. ft. elevated on pilings two-story dwelling with attached 568 sq ft deck/porch with two(2) staircases with landings; with attendant sanitary system and 260 linear foot French drain; install a gravel drivewU; and to establish and subsequently maintain a 50' wide Non-Disturbance Buffer along the landward edge of the wetlands; At 1854 North Bayview Road, Southold Suffolk County Tax Map#1000-70-12-39.3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated December 20, 2013 pursuant to which Trustees Wetland Permit#8363 Dated January 22, 2014,was issued and Amended on April 22, 2015 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of an 864 sq ft elevated on pilings two-story dwelling with attached 568 sa. ft. deck/porch with two(2) staircases with landings,• with attendant sanitary system and 260 linear foot French drain; install a gravel driveway and to establish and subsequently maintain a 50' wide Non- Disturbance Buffer along the landward edge of the wetlands. The certificate is issued to DAVID PAGE&BARBARA SHINN owners of the aforesaid property. Authorized Signature PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: Cry /< d`1q�re� a4-.'� D����IlQ ��� ► led R�� PPSVj- q!5 0 1 j!� JGk,, bPi� [/v �o_f� 1�� � p(r�NVI I q7 STATE OF NEW YORK COUNTY OF SUFFOLK VIT-UA TA5,-7 , residing at Z-,-/O0 OVCK being duly sworn, deposes and says that on the day of 41,q , 201�—, deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite there respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office ZQ 2—' , that said Notices were mailed to each of said persons by CERTIFIED MAIL TURN RECEIPT. Sworn to before me this / Day of L, , 20 Notary Public PATRICIA RICHERT Notary Public State of New York No.36-4741154 Qualified in Nassau/Suff Cou ies Commission Expires i M - D*L rM F 1 9 C' OL M Postage $ $0.46 0Y-5i, I j Postage $ $0.46 052 _: r„�, M &. ru Certified Fee f -- ��i Certified Fee $3.10 r�03 $3.10 P 03 ;�„ Posture-k° fu r YSstmark',, ru § Return Receipt Fee `r Return Recelpt Fee -p C3 (Endorsement Required) $2,55 ^j `mere /� (Endorsement Required) $?. yl�i 4 H M Restricted Delive Fee n d rJh► '• � Restricted Delivery Fee O (EndorsementRequired) $p,pp ��� c, f. Q (EndorsementRegwred) $0.00 Total Postage&Fees $ $fi.1101/14%2014 v t Total Postage&Fees $ $6.11 j 01/141jp _ 0 o Sent To '�" /� )• Sent To �Sgtlk� Z /J`1dcUG'd/lsgO�jG �OGQ__/_!'G'/�7 �jr,/1Z 1 ------- -- * ------- d- O Street,Apt 1Vo.; Street Apt.No.; O or PO Box No. `�� /UlJ,I�1/ R/�{° O or PO Box No. .� -------------------------- 15;;V --- - ____1- - �--- -----------------------� - City,State,ZI -- -� � City State,ZIP+ /f �L6 5(�!(�/ 1 -71 ■ ■0 • ® I 5 ® Tv RECEI ■ TIFIED PEC I PT No Insu I rance Coverage Provided) (pomestic Mail Only;No insurance Coverage froviqeq)� ru1 • ,y � Y* 1001 LU Is_ - zr ��ITY f�, L U S E M Postage $ ' $0.46 ©952;, zr m 9 27, act Posta a $ $0.46 >095 ru Certified Fee if03i`/ a�1;Y�t ru Certified Fee $3.10 fP'03 '�;, ru $3.10 3 Postm ru Postmad t ` Return Recelpt Fee i' f—f Return Receipt Fee rC f Here `- (Endorsement Requ, $2.55 )y Here ! O (Endorsement Required) $2.55 v �` O � . Restricted Delivery Fee a, ' ' O Restricted Delivery Fee t (Endorsement Required) $0.00 (Endorsement Required) $0.00 O rq Total Postage&Fees $6.11 01/14/2014 _ Total Postage&Fees $ $6.11 01/14/c^4 tM / ) /� Sento �/ ��/ Sento 1'vh/ �jiJi�l / - it ke K --._.._ S�.t't ----------------------------- M --- ------ _________ ______�._.________.._____. N __._.___ $meet,Apt lVo:;�•-- �•,�c� j r-r— p Street,Apc N'o.; r 0 or PO Box No. Z 5 /•1 G-__/�—,D T 7`l C3 or PO Box No. �jj q //�e Z---------------------- 1! --- a-- - --- -- - - -----_ ---- - a/ti_ r`- -,;7- ty State,ZIP+4 i CC# : C16-22254 • F i�4's��, 4r., xi 1 E : -,��?1l'fJ h s f/fts COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 05/20/2016 under Liber D00012865 and Page 118 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 05/20/2016 SUFFOLK COUNTY CLERK JUDITH A.PASCALE SEAL' I IIIIIII IIII VIII VIII VIII VIII VIII VIII VIII IIII IIII 111111 VIII VIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 05/20/2016 Number of Pages : 4 At: 09 : 34 : 12 AM Receipt Number : 16-0078316 LIBER: D00012865 PAGE : 118 District: Section: Block: Lot: 1000 070 . 00 12 . 00 039. 003 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20 . 00 NO Handling $20 . 00 NO COE $5 . 00 NO NYS SRCHG $15. 00 NO TP-584 $0 . 00 NO Notation $0 . 00 NO Cert.Copies $5 . 00 NO RPT $200 . 00 NO Fees Paid $265 . 00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County , 1-11 F21 Number of pages RECORDED 3 �,_ AM JUDITH A. PASCALE CLERK: OF This document will be public SUFFOLK COUNTY record. Please remove all L Ii00012865 Social Security Numbers P 1118 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Reco ding/Filing Stamps 3 1 FEES Page/Filing Fee Mortgage Amt. 1. Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notationi Spec./Assit. or EA-52 17 (County) Sub Total VSpec./Add. EA-5217 (State) TOT.MTG.TAX Dual Town Dual County R.P.T.S.A. c'k7 (1 � � Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Affidavit "r�'�� ` Mansion Tax The property covered by this mortgage is Certified Cop or will be improved by a one or two ._ - urcharge 15. 00 Sfamily dwelling only. ----ii—YS— _.� Sub Total YES . or NO Other / �. Grand Total (� NO,see appropriate tax clause on page# of instrument. r 4 1 Dist. 3157681 i000 07000 1200 039003 5 Community Preservation Fund Real Prop( P T S I Consideration Amount,$ Tax Sery R LPA } I IWu III I�IIW�I�IU I�u I�IW Agenc, 20-MAY-1 CPF Tax Due $ " Verificati Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address ! ` 'RECORD & RETURN TO: Vacant Land 4 q/1 t 1', TD 2-60 Ore-ion ��� TD kak'4-vck, Mv TD Mail to: Judith A. Pascale, Suffolk County Clerk 7 Title Comany Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# 8 Suffolk Count RecordingEndorsement Page This page forms part of the attached Dec-kyap Mn of GO MAjen -�s made by: —� (SPECIFY TYPE OF INSTRUMENT) V Gov 1 G(�� f�G� The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of ✓a�' 1 In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. 12.0104.10/08kk over DECLARATION OF COVENANTS THIS DECLARATION made this ;PO day of U' , 20 )U , by NVIP (JmA 154MA-aA IDS/gj fJPJ , residing at ,2.00v 0re_c1an .1V0t4+ ck hereinafter referred to as "DECLARANT(S) ": W I T N E S S E T H WHEREAS, DECLARANT (S) is/are the owner (s) of certain real property located on _ NG4 W ok/T P fl'{' IGW RJO Soo 3!-b c,0j , Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section ?o , Block J,�Z, , Lot 31 .3 which is more particularly bounded and described as set forth in Schedule "A" annexed hereto, hereinafter referred to as the Property; WHEREAS, the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold (hereinafter the "Trustees") pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor, and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS, the DECLARANT (S) therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities; and WHEREAS, -as a condition of the granting of a Wetlands Permit to undertake such regulated activities, the Trustees required that a J O r VViD C "non-disturbance buffer" adjacent to and landward of OF -jt� WETLAn.lh: NOW, THEREFORE, the DECLARANTS) do/does hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and subsequently maintained I I so , W t0 r; "non-disturbance buffer" as defined by Chapter 275 of the Town Code; and as depicted on the SITE PLA-r1 MUff2ED P,y JASW T-0rv1,116 4tZc+-'d TE-C',!- iAIT DA-lUb M KC-A- , 9,013 AAJD S-rm Peb APP1z V1FD oAr �' R.��,,�� gol,5. see Exhibit A attached; and 2) These covenants shall run with the land and shall be binding on the DECLARANT(S) , his/her/their heirs, assigns, purchasers, or successors in interest and may only be modified after a public hearing and upon resolution of the Trustees. IN WITNESS WHEREOF, the owner(s) has/have duly executed this instrument this ,;2,riol day of fG 20 OWNER S GNATURE ` :r—)GW.Dawr1 S VA/� OWNER'S SIGNATURE � �j ct,,�b cc�'v1 5 h�✓I v1 STATE OF / kO ss: COUNTY OF On the t day of (V in the year 20 before me the undersigned, a NotarPublid in and for said State, personally, , appeared f)r�v�� c!«rier ¢q2personally known to me or proved to me on the ;basis of satisfactory evidence to be the individual (s) whose names) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the -same in his/her/their capacity, and that by his/her/their signature (s) on the 'instrument, the individual or the persons on behalf of whic the individual (s) acted, `executed the instrument. Notary Public CAROL A MEEHAN Notary Public,State of New York No.04ME6221284 2 Qualified in Suffolk County ly Commission Expires May 03,20— i I -- - ••�••�u�yr successors and ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon 'if'EPfLXx at Southold, in the Town of Southold, County of t York, bounded and described as follows: Suffolk erected,situate, Iand being and State.: off New BEGINNING 0 a point on the southerly side of North Bayview Road DISTRTCT side of a at Rig on and •at the side oes 1000 formerly of Luc B. at the easterly Y and William Kuhl; RUNNING THENCEalong of land now or SECTION land now or formerly of Kuhl South l degrees 16 minutes )7000 feet to land now or formerly of James E. Reidy 2000 g the westerly side of )70CK THENCE South 69 degrees formerly minutes-00 James seconds E20 20 seconds East R222.05 UNNING 1200 THENCE South 9 degrees 00 minutes 00 seconds E Revocable Trust; RUNNING 1OT THENCE the following courses and distances al t along said land 300.00 feet; )39003 East 182.47 feet to Goose Creek; ;OUNTY 1) North 82 degrees 53 minutes 55 seconds West141G11sfeet- UFFOLK 2) North 61 degrees 15-minutes 5 'seconds West121.18 feet; 3) North 30 degrees 59 minutes 10 :seconds West 178.84 feet to formerly of Kuhl; THENCE along land now or formerly of Kuhl North now ror e minutes 20 seconds West 292.51 feet to the southerlyside of North B od Road; THENCE along the southerly side of North��Baywood Road Sou h 0 degrees 16 20 seconds East 32.. South 68 degreeso37 minutes 28 feet to the land now or formerly of Kuhl at the Point or place of BEGINNING. Being and intended to be the same premises as conveyed to the art first part b deed recorded in Liber 9272 party of the Y SAID PREMISES is commonly known as, and by Vacant Road Southold, NY 11971. at 1854 North, Ba TOGETHER with all fight,title and interest,if any,of the party of the first part in and to an screeis and roads abutting the above yview described premises to the center lines thereof;TOGETHER with the appurtenances an the first part in and to said premises;TO HAVE AND TO HOLD the premises herein ran d all the estateand rights of the party of g the heirs or successors and assigns of the party of the second part forever. ted unto the party of the second part, AND the party of the first part covenants that the party of the first part has not done or suffered an premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that anything whereby the said receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fu first for the purpose of paying the cost of the improvement and will apply the same first to the the party of the first pan will improvement before usingan fide o applied y Part of the total of the same for any other purpose.The word the payment of the cost of the read"parties"whenever the sense of this indenture so requires. Party shall be construed as if it k/ uEF 1 { • { P I I / SEPT. 5, 2,006 REVISIONS) SURVEY OF PROPERTY OCT. 13, 2006 REPLOT HSE) DEC 19, 2006 FRENCH DRAIN, CONTOUR, FILL CALC) AT BA YVIEW OCT. 17, 2007 IREPLOT HSE) o DRIVE OCT. 30, 2007 (DRYWELLS) TOWN OF SOUTHOLD SEPT. 11, 2008 (SPOT ELS) N OCT. 6, 2008(REVISIONS) SUFFOLK COUNTY, N.Y. AF "QA APRIL 20, 2010(CERTIFICATIONS) �aT OCT. 7, 2011 (REPLOT HSE.) 1000-70-12-39.3 X39 `Jk 568..3j• JUNE 1, 2012(NEIN SANITARY SYSTEM DESIGN) - B SCALE: 1'=50' JUNE 15, 2012 (SANITARY REVISION) ¢4,i- 8• S4 �j,�r D� JULY 14, 2012 NEW SANITARY SYSTEM DESIGN ( ) FEBRUARY 20, 2004 t� AUGUST 17, 2012 (REVISED BUFFER DESCRIPTION) JANUARY 6, 2005(Revisions) 'rr0 MARCH 17, 2015(PROPOSED) SEPTEMBER 9, 2005(Lm wetlands Hays; rewfse prop. house) a I ¢�\r- `Q� MARCH 20, 2015 (REVISIONS) NOV. 9, 2005(REVISIONS) a�,r, FEB. 2, 2006 (ADDITIONAL LATH) MARCH 22, 2006 (ADDITIONS) y MAY 18, 2006 (REVISIONS) i I rq y� 3z PROPOSED GRADING PLAN MON - i 1>• a I POLE 31 sAND C� I A Coum WMAntw FRENCH DRAIN DETAIL C I N Pq IV PROPOSEDoSECTIONFRENCH Ni „\`ssgbo• '�'aa�O44zzly '?a0 p ` (160' ■1.5'x1.5,) ='�'k �.. OOf kr 'Qflp (360 cu. tL) I �g�a 104a Al ze AREA OF WETLANDS=3„362 SQ. FT. �_ �L/ST 63,302 SQ. FT. — 3,362 SQ. FT. =59,940 SQ. FT. s� �w�y PROPOSED SEWAGE DISPOSAL SYS7Etl (2 BEDROOMS) X DEEP LEACHING POS W774 LOT COVERAGE 3,228 SQ. fT. ,.mow�` 'T00•Q0, f�Qp kI,�P\ ([1l 1,000 GALLON SEP71C TANK 3' SAND COLLAR PERCENT LOT COVERAGE 3,228 / 59,940=5.49' + yA1o. \, 1 / ry , BOTTOM OF LEACHING POOLS TO BE 2'ABOVE GROUND WATER APPROXIMATELY 152 cu. ft. OF FILL REQUIRED. f N , SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN BY: , 1' o EDWARD ARMUS ENGINEERING TEST HOLE DATA �K/ �cli 1�.\ A 3F 0 36 DEER RUN WATERMILL, NY 11976 a as Lawr SAND �” t `O\ a �� r*i 6100, WOW ro COARSE SAND SW �G� vyF� ED --- �• swaY CLAY GRADOX rD CLAWY SAND SC 4 Q.26• ———— a.r \ S�RB rI wAmr w.1EY—Sc A tiny Nc B�a ••. / OF � - APPROVED BY � —_-- RAM?w BROWN Boa Df 6100 SOS+�, ` //7%OAF r� uLY BOARD OF TRUSTEES f10, 1�' TOWN OF SOUTHO.LO_ J wArm w f CS AYEr sum sa Q", 1Iz 1 Fs 1s i RmAR ---- rr — DATE 62 "W ZB— 1.11 - °'` t wAmr w vEDwf ro aGAa�SAND sp 14 ' Ky.4 FLOOD ZONE LINES FROM FIRM 3610300166 H SEPT 25, 2009 ELEVATIONS REFERENCED TO N.G.VD. CERTIFIED TO: I am familiar with the STANDARDS FOR APPROVAL DAVID C- PAGE AND CONSTRUCTION OF SUBSURFACE SEWAGE BARBARA SHINN DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES STEWART TITLE INSURANCE COMPANY and will abide by the conditions set forth therein and on the permit to construct The location of wells and cesspools shown hereon are from field observations and or from data obtained from others- ANY AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC71ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW N-YS LIC. NO. 49618 EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2 ALL CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF PECONIC SURVEYORS, P.C. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR (631) 765-5020 FAX (631) 765-1797 ` HHOSE SIGNATURE APPEARS HEREON ®=DRY WELL P.O. BOX 909 AREA=63,302 SO. FT. 1=LATH SET ©o -------=PROPOSED CONTOUR 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 F(04-10.9 TO 77E LINES �=WETLAND FLAG qle(fKAe SA _ _ t 09 John M. ,Bredeme er IIIPresident c�Y�S�fF�(k o y y�o oG � Town Hall Annex Michael J. Domino, Vice-President tea yam', 54375 Route 25 Glenn Goldsmith N a P.O. Box 1179 A. Nicholas Krupski oy ® ��a Southold, NY 11971 Charles J. Sanders ol �a� Y Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: 3 16 _AZCh. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction % constructed Project complete, compliance inspection. INSPECTED BY: r COMMENTS: 4 4 � `1"� W=Af� 3 . CERTIFICATE OF COMPLIANCE: John M. Bredemeyer III,President g1�EF0(,�co Town Hall,53095 Main Rd. Michael J Domino,Vice-President �� oy P.O.Box 1179 James F. King y Southold,NY 11971 Dave Bergen Telephone(631)765-1892 Charles J. Sanders j � Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: �J- Ch. 275 Ch. 111 INSPECTION SCHEDULE 4Y_11� Pre-construction, silt fence 1St day of construction constructed Project complete, compliance inspection. INSPECTED BY: CO ENT r CERTIFICATE OF COMPLIANCE: I John M. Bredemeyer III, President Michael J. Domino, Vice -President James F. King, Trustee Dave Bergen, Trustee Charles J. Sanders, Trustee April 22, 2015 Mr. Michael A. Kimack 321 Riverside Drive Riverhead, NY 11901 BOARD OF TOWN TRUSTEES TOWN" OF SOUTHOLD RE: DAVID PAGE & BARBARA SHINN 1854 NORTH BAYVIEW ROAD, SOUTHOLD SCTM# 70-12-39.3 Dear Mr. Kimack: Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, April 22, 2015: RESOLVED, that the Southold Town Board of Trustees APPROVES the Administrative Amendment to Wetland Permit #8363 to construct an 864sq.ft. elevated on pilings two- story dwelling with attached 568sq.ft. deck/porch with two (2) staircases with landings; construct a 300sq.ft. shed; and the proposed garage and 12'x60' retaining wall will no longer be constructed; and as depicted on the revised survey prepared by John T. Metzger, Land Surveyor, last dated March 20, 2015 and stamped approved on April 22, 2015. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, .S �... s71 .t. •r. r John M. Bredemeyer III President, Board of Trustees JMB:amn John r Michael J. Domino, Vice -President �FFO���oGy James F. King Charles J. Sanders • Dave Bergen Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1892 Fax (631) 765-6641 Southold Town Board of Trustees Field In pection/Work Session Report Date/Time: Michael A. Kimack on behalf of DAVID PAGE & BARBARA SHINN requests an Administrative Amendment to Wetland Permit #8363 to construct an 864sq.ft. elevated on pilings two-story dwelling with attached 568sq.ft. deck/porch with two (2) staircases with landings; construct a 300sq.ft. shed; and the proposed garage and 12'x60' retaining wall will no longer be constructed. Located: 1854 North Bayview Road, Southold. SCTM# 70-12-39.3 Type of 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: Conditions: Present Were Bay Constable J. Bredemeyerzm. Domino J. King C. Sanders--.zD. Bergen Form filled out in the field by Mailed/Faxed to: Date: Other James F. King, President Bob Ghosio, Jr., Vice -President Dave Bergen John Bredemeyer Michael J. Domino i SU(/T�ol Town Hall Annex O*OF V' 54375 Main Road h O P.O_ Box 1179 • Southold, New York 11971-0959 CIO Telephone (631) 765-1892 QI�C� Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD To: Southold Town Building Department Re: Verification of Building Department Permit Requirements pECE W. MAR 2 6 2015 BLDG. DEPT. TOWN OF SOUTHOLD Property Owner Name:v'kA n Date Sent to Bldg. Dept.:31,96115- The 9611 - The Office of the Board of Trustees is forwarding the above referenced application for verification of the Building Department's permitting requirements stated below: YES/ NO 'Il the proposed project require a Building Permit? Will the proposed project require a variance determination from. tlje Zoning Board of Appeals? Will any part of this application be considered as Demolition as described under Town Code? COMMENTS: Signature VReviewe aK -0 1 Date John M. Bredemeyer III, President Michael J. Domino, Vice -President James F. King, Trustee Dave Bergen, Trustee Charles J. Sanders, Trustee OSO BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD LIM Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax,(631) 765-6641 APPLICATION FOR AN AMENDMENT TOA WETLAND PERMIT DATE '*'09 V/P Pv &� go/ OWNER AOXff ,off" f7,11A1111 PHONE MAR 2 4 2015 MAILING ADDRESS ZOOO ae AGENT PHONE 651 727-21 ADDRESS Y2Z PjV,507,Q4E W., Al PROPERTY LOCATION TAX MAP NO. 7 0 - .2 / - -f 5? ? - Z A. ���qu e*st an Amendment to Permit #"Z-3 e945� . r C 0&,W MIAV 0/v A/WW& r;rwa JYVR-Y to n wlc, t / Ae', 0!- r w, e rv, t Aw ,4 rr.4 r- m, 6 o r6,y s -c A r. or-clel,, Powel... 4�;_r 4407 A" I'W" 4v P)WR mr'Fs W17N /7-W- AMO Z6 /A/,r/W./- 4 6R99V,'W- PRIVif"y, ,r,vojzo,- ,oto 6WeA65.�iry /Z /,�� 'Bydo `fa�vG r X p G ` I;W/v .0 A e& 04 dig r6,e0,0N-A1." 17*F-I&W '6WX_ 4 09 4,43-PAWICr"a1v A C)/ae4 P ,1 J7- 'vrv1,r1'%,0v 0,422EP rQwc Signed By: NMI - 29 4?Y Board of Trustees Application County of Suffolk State of New York Vwyza PA &i�— 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 DONEIN 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. Signature of Prop r wner SWORN TO BEFORE ME THIS l DAY OF Ho*,,? Qy ,20 Notary Public MICHAEL A. KIMACK NOTARY PUBLIC, STATE OF NEW YORK ftbiration No. 02K15056V3 Qualified in Nmm County Commission Expim March 11 2012 ,r Boy of Trustees Application AUTHORIZATION (where the applicant is not the owner) I, P29 Yll) �,� GE: residing at �)0Q �,Q// kV, (printowner of property) (mailing address) C QW 6 L&�E do hereby authorize (Agent) J%6V :L LZ -M Ct to apply for permit(s) from the Southold Board of Town Trustees on my behalf. (Owner's signature) A. PPLICANTIAGENTMPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. 'Me pgWqsd of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: (Last name, first name, middle initial, unless you are applying iri the name of someone else or other entity, such as a company. If so, indicate thb.other person's or company's name.) NAME OF APPLICATION: -(Check all that apply.) Tax grievance Building Variance Trustee_ Change of Zone Coastal Erosion. Approval of plat Mooring Exemption from plat or official map Planning Other (if -Other, name the activity.) Do you personally (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business interest `Business interest'!means a business, including a partnership, in which the town officer or employee has even a partial ownership of (or employment by) a corporation in which the town officer or employee owns more than 5% of the shares. YES NO If you answered "YES", complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself (the applicant/agent/representative) and the town officer or employee. Either check the appropriate line A) through D) and/or describe in the space provided. The town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A) the owner of greater than 5% of the shares of the corporate stock of the applicgat (when the applicant is a corporation); " B) the legal or beneficial owner of any interest in a non -corporate entity_ (when the - applicant is not a corporation); C) an officer, director, partne4.or employee of the applicant; or D) the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this day of / 2041— Signature. 041—Signature. ar 16~a11i* Print Name/1 �Z __ L Form TS 1 FRENCH DRAIN DETAIL ;:COARSE •• .. GRAVEL. •' , • STONE •; • o • •••• •• • �a• PROPOSED CROSS SECTION FRENCH DRAIN (160' xl.5'xl.5') (360 cu. ft.) AREA OF WETLANDS=3„362 SQ. FT. 63,302 SQ. FT. - 3,362 SQ. FT. =59,940 SQ. FT. LOT COVERAGE 3,228 SQ. FT. PERCENT LOT COVERAGE 3,228 / 59,940=5.49. 7EST HOLE DATA 1989 ELd.3' EL2d' LOAMY SAND 10• MEDIUM To COARSE SAND SW 4' SANDY CLAY GRADING TO CLAYEY SAND SC WATER IN CLAYEY SAND SC a' WATER IN SRO 1W BOG CN 10' WATER IN GREY CLAYEY SAND SC 13' 19, WA TO? IN MEDIUM TO COARSE SAND SP DRIVE _ as N 5683), f7 Z n -'C SEPT. 5, 2006 REVISIONS) SURVEY OF PROPERTY OCT. 13, 2006 REPLOT HSE.) DEC. 19, 2006 FRENCH DRAIN, CONTOUR, FILL CALC.) AT BA YVIEW OCT. 17, 2007 REPLOT HSE.) OCT. 30, 2007 (DRYWELLS) TOWN OF SO UTHOLD SEPT. 11, 2008 (SPOT ELS) OCT. 6, 2008 (REVISIONS) SUFFOLK COUNTY, N. Y. APRIL 20, 2010 (CERTIFICATIONS) OCT. 7, 2011 (REPLOT HSE.) 1000-70-12-39.3 JUNE 1, 2012 (NEW SANITARY SYSTEM DESIGN) SCALE.' 1'=5�' JUNE 15, 2012 (SANITARY REVISION) TOTAL OF 5 LE ._POOLS ' JULY 14, 2012 (NEW SANITARY SYSTEM DESIGN) FEBRUARY 20, 2004 AUGUST 17, 2012 (REVISED BUFFER DESCRIPTION) MARCH 17, 2015 (PROPOSED) JANUARY 6, 2005 (Revislons) SEPTEMBER 9, 2005 (Loc. wetlands flags, revise prop. house) MARCH 20, 2015 (REVISIONS) NOV. 9, 2005 (REVISIONS) FEB. 2, 2006 (ADDITIONAL LATH) MARCH 22, 2006 (ADDITIONS) MAY 18, 2006 (REVISIONS) PROPOSED GRADING PLAN TOP OF R•JGS • 0 - 3' SAND COLLAR DOT EL•0- V DIAMETER CA TOTAL OF 5 LE ._POOLS ' N GN EL 2 / COLLAR --------- N/0� \ `� / '°'ra�Oft WA \b000 ?DDD R '',�� ST �'�y •-�_., EZ�T�'c�. �' fav OD, 41M 0 m 100. TO MIN. 10 DIAMETER UNDER RING START OF SP CLASSIFIED SOILS PER TEST BORING CERTIFIED TO: DAVID C. PAGE BARBARA SHINN STEWART TITLE INSURANCE COMPANY ® =DRY WELL ----- PROPOSED CONTOUR /'DIAMETER HOUSE FINISH FLOOR EL 11.0 —41 PM PRE. WN. 1W PER 04 -ET INVERT OUTLET _ EL / / ET INVERT TWEET EL. 8.8 EL•0 /.• —100 TAM( INLET OdvERT EL. /.S '— d' AnON 1.000 GALLON O SEPTIO TNM( (� • W SANITARY SYSTEM SHALL NE IW FROM DELINEATED WETLANDS PROPOSED SEWAGE DISPOSAL SYSTEM (2 BEDROOMS) [5 3' DEEP LEACHING POOLS WITH 3' SAND COLLAR [1 1,000 GALLON SEP77C TANK BOTTOM OF LEACHING POOLS TO BE 2' ABOVE GROUND WATER APPROXIMA TEL Y 152 cu. ft. OF FILL REQUIRED. SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN BY: EDWARD ARMUS ENGINEERING 36 DEER RUN WATERMILL, NY 11976 jAPPROVED 6Y BOARD OF TRUSTEES TOWN OF SOUTHOLD brATE;.qj, MAR 2 4 2015 OF twEtV rO.o �ArrD LIC. NO. 49618 . Y. S. PECONIC SURVEYORS, P.C. (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 1230 TRAVELER STREET p SOUT HOLD, N. Y. 11971 04 —� �v James F. King, President Bob Ghosio, Jr., Vice -President Dave Bergen John Bredemeyer Michael J. Domino 0 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 0 Town Hall, 53095 Main Rd_ P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1892 Fax (631) 765641 YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE WORK, TO MAKE AN APPOINTMENT FOR A PRE -CONSTRUCTION INSPECTION. FAILURE TO DO SO SHALL BE CONSIDERED A VIOLATION AND, POSSIBLE REVOCATION OF THE PERMIT. INSPECTION SCHEDULE Pte -construction, hay bale line 131 day of construction constructed: v-Project complete, compliance inspection BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 8363 DATE: JANUARY 22, 2014 ISSUED TO: DAVID PAGE & BARBARA SHINN PROPERTY ADDRESS: 1854 NORTH BAYVIEW ROAD, SOUTHOLD SCTM# 70-12-39.3 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on January 22, 2014, and in consideration of application fee in the sum of $250.00 paid by Barbara Shinn & David Page and subject to the Terns and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a two-story single family dwelling with garage and decking (1,150sq.ft. contact footprint,1,878sq.ft. main level coverage with 600sq.ft. decking) with attendant sanitary system and 260 linear foot French drain; construct an approximately 12' high by 60' long retaining wall; construct a 288sq.ft. shed; install a gravel driveway; and to establish and subsequently maintain a 50' wide Non - Disturbance Buffer along the landward edge of the wetlands; with the condition the staked hay bales and silt fencing be replaced and in accordance with Chapter 236 of the Town Code -Storm Water Management; and that a pre -construction inspection of the newly replaced hay bales and silt fencing be performed prior to construction; and as depicted on the site plan prepared by Jason Thomas, Architect, last dated March 8, 2013 and stamped approved on January 22, 2014. IN WITNESS WHEREOF, the said Board of Trustees and these presents to be subscribed by a majority of the said Be i causes its Corporate Seal to be affixed, of this date. 0 0 TERMS AND CONDITIONS The Permittee David Page & Barbara Shinn, residing at 1854 North Bayview Road, Southold, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Pennittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all 'other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. H. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit 0 OF SO�ryo John Bredemeyer, President Michael J. Domino, Vice President James F. King Charles J. Sanders BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 22, 2014 David Page & Barbara Shinn 2000 Oregon Road Mattituck, NY 11952 RE: DAVID PAGE & BARBARA SHINN 1854 NORTH BAYVIEW ROAD, SOUTHOLD SCTM# 70-12-39.3 Dear Mr. Page & Ms. Shinn: • Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax(631)765-6641 The Board of Town Trustees took the following action during its regular meeting held on Wednesday, January 22, 2014 regarding the above matter: WHEREAS, DAVID PAGE & BARBARA SHINN applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated December 20, 2013, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on January 22, 2014, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of DAVID PAGE & BARBARA SHINN to construct a two-story single family dwelling with garage and decking (1,150sq.ft. contact footprint, 1,878sq.ft. main level coverage with 600sq.ft. decking) with attendant sanitary system and 260 linear foot French drain; construct an approximately 12' high by 60' long retaining wall; construct a 288sq.ft. shed; install a gravel driveway; and to establish and subsequently maintain a 50' wide Non - Disturbance Buffer along the landward edge of the wetlands; with the condition the staked hay bales and silt fencing be replaced and in accordance with Chapter 236 of the Town Code -Storm Water Management; and that a pre -construction inspection of the newly replaced hay bales and silt fencing be performed prior to construction; and as depicted on the site plan prepared by Jason Thomas, Architect, last dated March 8, 2013 and stamped approved on January 22, 2014. Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of $50.00 per inspection. (See attached schedule.) Fees: $100.00 Very truly yours, ?,-19vt 6"�J_X John M. Bredemeyer, III President, Board of Trustees JMB/amn 0 John M. Bredemeyer 111, President Michael J. Domino, Vice -President James F. King Charles J. Sanders TO: BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 41 Town Hall Annex 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1892 Fax (631) 765-6641 J Please be advised that your application dated I Z 2b has been reviewed by this Board at the regular meeting of I and your application has been approved pending the completion of the f Ilowing items checked off below. Revised Plans for proposed project Pre -Construction Hay Bale Line Inspection Fee ($50.00) 15t Day of Construction ($50.00) % Constructed ($50.00) XFinal Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 10 O . O� BY: John M. Bredemeyer III, President Board of Trustees i Rcy�r ��r�' .1'f�/� i7T�7. ed''�t y - Rk ''a J,j�44+'� : r ` ".yy1 a.�; P ��<g� `�f:• � �.+j�;�cc�.. ,p s '... '�'.' �(F�,..1._yt 'ir s �t " F>, � A � � �16"j'i ♦ ..ii 3 3 c ri T 4V ♦ 3 y) �i.dH ta.... AT .ti �'X"^� C��yyg � "; ,.`� � 1 ♦ aw h , � Yy �* �.y y1� R ,Z r• y+t�. `+ "� �jiv,oS�N I Page & Barbara Shinn North Bayview Road, Southold Iq 70-12-39.3 0 James F. King, President Bob Ghosio, Jr., Vice -President Dave Bergen John Bredemeyer Michael J. Domino a BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD To: Southold Town Building Department Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Re: Verification of Building Department Permit Requirements SCTM#: it )— Property — Property Owner Name: Date Sent to Bldg. Dept Telephone (631) 765-1892 Fax(631)765-6641 The Office of the Board of Trustees is forwarding the above referenced application for verification of the Building Department's permitting requirements stated below: YES � NO t/ )pFitI the proposed project require a Building Permit? VIII the proposed project require a variance determination from Zoning Board of Appeals? Will any part of this application be considered as Demolition as frdeescribed under Town Code? COMMENTS: (/� �s�C. 6-� — 3 7 BSg Signature of FKAewer Date 1] James F. King, President Bob Ghosio, Jr., Vice -President Dave Bergen John Bredemeyer Michael J. Domino LJ Southold Town Board of Trustees Field Inspection/Work Session Report <� Date/Time: P.O. Boz 1179 Southold, NY 11971 Telephone (631 765-1892 Fax (631)765-6641 DAVID PAGE & BARBARA SHINN request a Wetland Permit to construct a two- story single family dwelling with garage and decking (1,150sq.ft. contact footprint, 1,878sq.ft. main level coverage with 600sq.ft. decking) with attendant sanitary system and 260 linear foot French drain; construct an approximately 12' high by 60' long retaining wall; construct a 288sq.ft. shed; install a gravel driveway; and to establish a 50' wide Non -Disturbance Buffer along the landward edge of the wetlands. Located: 1854 North Bayview Road, Southold. SCTM# 70-12-39.3 Type of area to be impacted: _Saltwater Wetland _Freshwater Wetland _Sound _Bay Dis nce of proposed work to edge of wetland P rt of Town Code proposed work falls under: _Chapt.275 _Chapt. 111 _other Type of Application: _ Wetland _Coastal Erosion _Amendment —Administrative—Emergency _Pre -Submission Violation Info needed: Modifications: Conditions- Lr PreserlLWere: J. King/ B. Ghosio D. Bergen, ✓J. Bredemeyer /Michael Domino D. Dzenkowski other Form filled oute %� -ItA Mailed/Faxed to: Date: James F. King, President Bob Ghosio, Jr., Vice -President Dave Bergen John Bredemeyer Michael J. Domino August 22, 2012 Mr. Jason T. Poremba Jason Thomas Architect 375 David Whites Lane Southampton, NY 11968 pF SOUtyo� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD RE: DAVID PAGE & BARBARA SHINN 1854 NORTH BAYVIEW RD, SOUTHOLD SCTM# 70-12-39.3 Dear Mr. Poremba: 0 Town Hall Annex 64375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 766-1892 Fax (631) 765.6641 The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 22, 2012: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit #7247 to decrease the size of the sanitary system and relocate the shed to a more conforming location; and as depicted on the revised survey prepared by John T. Metzger, last dated August 17, 2012 and stamped approved on August 22, 2012. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, o'Z JameAZng President, Board of Trustees JFK:amn mpar DEMM aE,AR -ixmosB n� seu4l -- row aws AREA Ci W NDS -1.362 50. FT. 63.302 SQ FT. - 3.362 50. --..59.940 SO. R. LOT COVERAGE 3.238 SO. FT, PERCENT LOT CCNSRAOE 1228 / 59.940.5 4S RSST H—DATA F<dm LONE frAES fIRW FARIY JBIGTL'0166 G WAY N 1992 E1EVA1104'6 AEFEWENlZD TO MGBO. om Nrralar NM Me STANDARDS FOR APPROVAL AND 04NSIIPUCROR OF SUR.fiIAiFACE SEIFAGE DTSMSAL SnS S FOR 94YYXF FAN9.Y RE.40E s ma eW p W 0Y Rhe RW`MWe "' Fwfh MaMI a d m the p.mit to to .wd.. fie beafM 41 M, ml 4aar 4 WIPM hFea4 aro ben RNO epe2v,t14+D a. PA aa.n Sato aMA. M1wn oMen AYI LL44A MN m AW m 1MB ATE EDM A W - 6 SI.'llw S, aF Ri R{7 )ele( SRA2 tW. NM. Ee9T AS eER 4aM/I )E4-AM1mm' 2 NL tf.P1IiLAY NAVI 4R Wm rG T6 YAP MO 4483 aAl2RF 04Y' Mqt 9MAR,of M3 NFAEW 8.4 6 IIF FNKRm AREA -MM2 50. Ff. I LAN SEF 70 17E LINES A WRAND FLAG 3EM. 4 Raga {,n_ SURVEY OF PROPERTY AT BAYVIEA a!4 +v. Raps l'a"'" axux. wN,wR, rvt c.le) act, n, vase nsp mT. aq soar a4lrsLs7 TOWN OF SOUTXOLD PNIE„. RIA `RPoT R13) PUN mm (14Nm4� SUFFOLK COUNTY, N.Y. AAi 2R. 9a+o (mlmunaxs) M. 1. M, s 100P-71?-1P�9B9 %R!” ` ..E 1; RWIR 3exrt ar3m mAw) 9P.ALC 1460' m: l4 Ml. (susTYW s4'a'Tmim I., i 22 4LW SWIAe. amwl FFARMRY xi taw vy ..R ,R. aMR fnlx9f4 aNRJI mswlEnml wuA/r 4 Aro a�!+a.�J / ES rm R. Ram mm� um) � Yulw RL >me (Animal K ,4 ]am (PEv9m5) m 4 p7itiR]BED AW1/W0 HAN PROPOSED SEMA4£ pSNSAL SYSRer (T 66DAOm15) LEAR M1RH J' SANG LYYLAP cuLmGv suntc TANK T'?. \ \1 1 :. •i BORW O IEAON P=S TO SE 2' A6pK dtWND NATER APPRO.VMA RIY 152 N R. 6 ML REWIRED. y \ 1 S03SURFACE SEWAGE DISPOSAL SYSTEM DESIGN ST: EOWAED 38 DEER ARVUS ENGINEERING SR O. R..N � , $ WAIERMIL_ FY 11816 0T A AUG 21 2712 � � V F�� FAr Aa 141.11 APPROVED BY ROAM OF TRUSIEEB TOWN Of SOUMM D EC'NE4I. CERWfIED T0: GBRE DAWD C. PAM r BARBARA SWNN k t + STEWART 111E INSURANCE COMPANY @-DRY WELL ® —__.PROPOSED CONTOUR 265-30T0 fAX (6J1) 165-1297 w wo MMA YELER MY. I� o.i—soa • ESO Jill M. Doherty, President Bob (ihosio, Jr., Vice -President James F. King T s Dave Bergen John Bredemeyer` BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 16, 2011 Jason T. Poremba, R.A. 375 David Whites Lane Southampton, NY 11968 RE: DAVID PAGE & BARBARA SHINN 1854 NORTH BAYVIEW RD., SOUTHOLD SCTM#70-12-39.3 Dear Mr. Poremba: 0 Town Hell Annex 64375 Main aced P.O. Box 1179 Southold. New York 11971-0959 Telephone (631) 765-1892 Fax (631) 766-6641 The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., November 16, 2011: RESOLVED, that the Southold Town Board of Trustees APPROVES the Amendment to Wetland Permit #7247 to revise the previously approved single-family dwelling footprint, decrease the size of the sanitary system, and relocate the shed to a more conforming location, as depicted on the survey prepared by John Metzger last revised October 7, 2011, and, BE IT FUTHER RESOLVED, that the Southold Town Board of Trustees APPROVES the One -Year Extension to Permit #7247, as issued on February 24, 2010 and Amended on November 16, 2011. This is not a determination from any other agency. Since r ly, Jill M herty, Presiden Boa of Trustees JMD:Ims 0 FRENCH DRAIN DETAIL No ,r PR9P0D s FpFNIN DRAIN (1(D'd60•m it) ) AREA OF WETLANDS=3„362 SQ. FT. 63,302 SQ. FT. - 3,362 SQ. FT. =59,940 SO. FT. COVERAGE 3,228 S0, FT. ENT LOT COVERAGE 3.228 / 59,940=5.43 ...✓ J; ., ., .... 1 kIO N Of SOUTHOLD EIA E /llTlrllt CERTIFIED TO: DAVID C. PAGE BARBARA SHINN STEWART TITLE INSURANCE COMPANY ® -DRY WELL ® —.PROPOSED CONTOUR 4Y PSS$ FLOOD ZONE LINES FROM FIRM 3610JC0166 G MAY 4, 1998 ELEVATIONS REFERENCED TO N.Q. V.D. I am famlllar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the caodiUMS Set forth therein and w the pemn/t to Construct. The locatlon of wills and comools shown hereon ore Tram field cbserwtionS and or fran data obtained from others. ANY ALIERAINW T AOaROV TO MS SYRMEY ISA WMA17M D, 5ECRT 7209 0r RR' AEW ILw( STALE EO U( WN LAW excmr AS PER SECna/ 72oe-SI SltW 2 ALL CF WCAIWI12 HEREOV ARE ,AUL, FLW IRIS YAP AND co-AEs Tl4pR oar IF SAW MM T cows NEM THE /YPRESSFD sra Or IRE SURwT MIOSE 9"17AiE APPEARS AIDWOV. AREA -64302 SO. FT.. 4 =LAIN SET W 77E LINES A -ft -RAND FLAG yi49 \ APPROXµIATEL Y 152 cu. it. OF RLL FEW/RED. \ 'rx��nae Tr.n ptADMLG PLAN eovd urt_r_.n `SIt`. F.F. a. N' ME' 'tea w�1 M•4oAEj •yDY tiQ \ \ \ \• rt \ `t• tFat8'I� ..M QR�rI�(g.i(��\ a1SMArT �r �� �err TerES T rFN Ns _uzs.oeuww me \ rr �t F r� /Y T , nu SEPT. 5, 2006 (REVISITS) DLT. I.. 2008 (R PLaT RSE.) SURVEY OF PROPERTY DEC. 1e. 2006 (4FRENCH DRAIN.CTTOUR, FILL CALC.) OCT. I], 20D7 REPLOT HSE.) AT BAYVIEW Yy �T.11,?� S X65) TOWN OF SOUTHOLD • , S' p� �L p 010R(CERFlL)ATITS) SUFFOLK COUNTY, N.Y. arN ro twee' err sw OCT. ]. 2011 (RFFLOT H9:) 1000-M- -329 sumr aArwMrro urr sA•N x SCALP IWO' 60wweN www aaNc FEHRt1ARY 20, 2004 `z ALVUARY A 2008 (R.Wma) SEPR9t9ER R 200.5 TLoc. .&.&AOE4 -e Y house) zREWs 5) Nw. e.oos g \f FEB. 2, 2 naMu uTH) (AOOI MART 22. 2006 (ADDITIONS) WRRNNr.IN OLVM MAY 16. 2006 (REVISITS) �—�-�• \ PROPa%ED SEWAGE DISPOSAL SYS7AI (2 BEDROOMS) M&A N N[Y GIfY dMa ID [[5] 2' DEEP LEACHING POOLS WITH 3' SAND COLLAR (1j 1,000 GALLON 5EP17C TANK BOTTOM OF LEACHING POOLS TO BE 2• ABOVE GROUND WATER SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN By' JOSEPH TI, P.E. ROAD ROAD \ SOBARTUTHOLD, N.Y. 11971 \ (631) 765 (6Jt) 765-2954 (: OCT 20 2D1? FLOOD ZONE LINES FROM FIRM 3610JC0166 G MAY 4, 1998 ELEVATIONS REFERENCED TO N.Q. V.D. I am famlllar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the caodiUMS Set forth therein and w the pemn/t to Construct. The locatlon of wills and comools shown hereon ore Tram field cbserwtionS and or fran data obtained from others. ANY ALIERAINW T AOaROV TO MS SYRMEY ISA WMA17M D, 5ECRT 7209 0r RR' AEW ILw( STALE EO U( WN LAW excmr AS PER SECna/ 72oe-SI SltW 2 ALL CF WCAIWI12 HEREOV ARE ,AUL, FLW IRIS YAP AND co-AEs Tl4pR oar IF SAW MM T cows NEM THE /YPRESSFD sra Or IRE SURwT MIOSE 9"17AiE APPEARS AIDWOV. AREA -64302 SO. FT.. 4 =LAIN SET W 77E LINES A -ft -RAND FLAG yi49 \ APPROXµIATEL Y 152 cu. it. OF RLL FEW/RED. \ 'rx��nae Tr.n ptADMLG PLAN eovd urt_r_.n `SIt`. F.F. a. N' ME' 'tea w�1 M•4oAEj •yDY tiQ \ \ \ \• rt \ `t• tFat8'I� ..M QR�rI�(g.i(��\ a1SMArT �r �� �err TerES T rFN Ns _uzs.oeuww me \ rr �t F r� /Y T , nu ___ruMrar - 1> aF arN ro twee' err sw M� sumr aArwMrro urr sA•N x ga.ze' 60wweN www aaNc ___ N1 WRRNNr.IN OLVM �—�-�• \ M&A N N[Y GIfY dMa ID _ III C�vo ............. �...1s_ 77178 ""•NB •• ••••••• i qb p ) 20 FAX (61) 765-1797 OX 909 SOUMaD.. N.Y. 11971 04-108 9 1P 141,17 IANo 1230 TRAVELER STREET 40 0• Jill M. Doherty, President James F. King, Vice -President Dave Bergen Bob Ghosio, Jr. John Bredemeyer August 18, 2010 0 • BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Mr. Bruce Anderson Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton, NY 11932-2003 RE: FERGUSIPAGE 1854 NORTH BAYVIEW RD., SOUTHOLD SCTM#70-12-39.3 Dear Mr. Anderson: Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone(631)765-1892 Fox (631) 765-6641 The following action was taken at the Southold Town Board of Trustees Regular Meeting held on Wed., August 18, 2010: RESOLVED, that the Southold Town Board of Trustees APPROVES the request for a Transfer of Wetland Permit #7247 from Edward Fergus to David Page, as issued on February 24, 2010. If you have any questions, please contact our office at (631) 766-1892. Sincerely, P Jill Doherty P ident, Board of Trustees JMD:Ims BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 7247 DATE: FEBRUARY 24.2010 ISSUED TO: EDWARD FERGUS PROPERTY ADDRESS:J,854 NORTH BAYVIEW RD, SOUTHOLD SCTM#7042-39.3 AUTHORIZATION Pursuant to the provisions of Chapter 275 and/or Chapter 111 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on February 24.2010 in consideration of application fee in the sum of $7.54 OQpaid by Edward Fereus and subject the Tenns and.Conditions as stated in the Resolution, the Southold Town Board of Trusteesauthorizes and pen the following: Wetland Permit to construct a single-family dwelling and garage, 3,725 sf., deck 600 sf, shed 288 sf., French drain 160 lf, attendant sanitary system, gravel driveway at public water, with the condition of a 50' non -disturbance buffer, the installation of gutters, leaders, and drywells, and, the French drain is maintained in accordance with Chapter 236-Stormwater Management of the Town Code, and the installation of a line staked hay bales prior to construction activities and maintained throughout constructii and as depicted on the survey prepared' by John T. Metzger last dated October 612008 and stamped approved on February 24, 2010. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. John Bredemeyer — Abstained FRENCH DRA/V DETAL A� .•' ELEVATIONS REFERENCED TO NGV.D. • �tZOVE I am f6M&Or with the STANDARDS FOR APPROVAL AND �. EG B ' :ea o el DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES • 2 •. P ermit to construct � The /xoom Of wells and cesspoels shown harem ora w. from Feld obsermtims and or from dato obtained from others - ANY ALM)IAWN OS A607MM 10 ftS S Wy IS A NOLA11aN 6 SELI/ON 7209 a THE P40W l STAIF fUO A176V uw. - ~B7i O S• EXCEPT AS PER SECMAN 7209-SIRONy6H 2µL CERB`ICAROIS1nA� FROIPOSEID CROSS SECTION FRENCH &MMOV ARE VAU0 FOR MIS YAP AI.D CAWS RIERE[i OM.Y M' C- DRAW 1 AOVA_,C rnn I -_ (360 0 ft.) r_ 3,,Z- 599+0,? ft C r Mot Av. L0/ corern.c� = 4m/3 s9_p. N �� I: pi mvrr4�e - 46/3169,94v _ 7.770 fT ) a Ar a^ •B./ = SPOT ELEVA77ON Z ••� ' �_• r NOTE, SUMP PUAF P p conic -r I/2 tP ZIXIER PFFD TO 1 0 p• prrp e!. ROOF DRAW o: `•. oe `NyveN f in APPROVED DT BOARD OF TRUSTEES TOWN OF SOUTHOLD � ,SL__ r Nlf1-A. SURVEY OF PROPERTY i .,'j AT BAYVIEW - TOWN OF SOUTHOLD FEB -9 21,10S `•'UFFOLK COUNTY N.Y. 1000-70-12-39.3 - .. SCALE 1=50' N IMIrAlZ FEBRUARY 2a2004 zEf: awvAnr a 1666 (Rewb e) SEPIHIBER D, 160.7 (toe. w6Mdr V. nitre pep. now.) a> 9. b�e5(rawe..,�.) PROPOSED SEWAGE DISPOSAL SYSTEM s<p! s, zoo v tr<vrH.•r� 9 LEACHING POOLS 3' SAND COLLAR aE'c's, Boas r rRENo' MIAYd 1 1,$00 GALLON SEP 770 RC TANK (io 91v 9'a«p)_`r egyT" pyL ea[e.) U•r 1i r 1(na� NJ. ). BOTTOM OF LEACHING POOLS TO BE ?' ABODE GROUND WATER 'SEPT. ll, 2008 spot Wroiions7 SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN BY JOSEPH FISCHETP. P. E. ROAD HOBART ROAD SOUTHOLD, N.Y. 71971 (631) 765-2954 APPROXIMATELY 152 cu. TL OF FILL REQUIRED. \ �Mf SyE�, R4p �•(\�\ \ �L \Xe \— sJ FLOOD ZONE LINES FROM FIRM 3610300166 G MAY 4, 1996 A� .•' ELEVATIONS REFERENCED TO NGV.D. • �tZOVE I am f6M&Or with the STANDARDS FOR APPROVAL AND �. EG B ' CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES s and will abide by the conditions set forth therein and on the •. P ermit to construct � The /xoom Of wells and cesspoels shown harem ora w. from Feld obsermtims and or from dato obtained from others - ANY ALM)IAWN OS A607MM 10 ftS S Wy IS A NOLA11aN 6 SELI/ON 7209 a THE P40W l STAIF fUO A176V uw. - ~B7i O S• EXCEPT AS PER SECMAN 7209-SIRONy6H 2µL CERB`ICAROIS1nA� 0Sh &MMOV ARE VAU0 FOR MIS YAP AI.D CAWS RIERE[i OM.Y M' C- S" YAP OP Ca E BEAR 771E YFRESSEO SEAL Of 7TH RRW'MR W40SE s A"AVE APPEARS HEREON. AOVA_,C rnn I -_ G 6`ffe.- GRADING PLAN L Al' / rRGCN ..0 �QM!'4M ov�0000u H: r`<u x_m:.1 t ' PV<.DM1d TEST 6 L' aaY HOLE DATA rM. L lWM/.'Y L!p y[nrM m ooAe¢ sw sw SVOY aAr OLyA• p urtr sup x wRRw wmvrom YIW w MON eM. el aAm wAr se ____�MrMwcer rr W M M KMN O�.N� 9^ L Al' / rRGCN Jnmes F. ling, Presidenp Jill M. Doherty. Vice -President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. November 19, 2008 �� }� j{♦/f y �� Tuwn'ilall 53095 Route 25 P.O. Box 1179 jo �;xithokl. New York 11971-0959 •';, h Telephone (631) 765-1892 ��,• Fax (631) 765-6641 SO BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Mr. Bruce Anderson Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton, NY 11932-2003 RE: EDWARD FERGUS 1854 NORTH BAYVIEW RD., SOUTHOLD SCTM#70-12-39.3 Dear Mr. Anderson: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wed., November 19, 2008: RESOLVED, that the Southold Town Board of Trustees grants the last One -Year Extension to Permit #6302, as issued on February 15, 2006 and Amended on February 14, 2007, and, BE IT FUTHER RESOLVED, that the Southold Town Board of Trustees APPROVES the Amendment to Permit #6302 to amend the septic system and include additional drainage to comply with the drainage code, and as depicted on the survey prepared by John T. Metzger last dated October 6, 2008 and drainage plan prepared by Suffolk Environmental Consulting dated September 26, 2008. This is not a determination from any other agency. Sincerelyh v-= JameA. King, President Board of Trustees JFK:Ims (:*T rcT4;;y' SAi'rdi",t iAt Y -da. '•oro ce COARSE, •oo b GRAVfl ^ . alae `d r PROPOSED CROSS SEC7iONFRENCFf DRAW (160'x!.5'•1.5' J ( 360 ca 11.) Drainage Nag— for lanfor Edward Fergus Situate: North Bayview Drive Southold, New York SCTM # 1000-70-12-39.3 Prepared by: Suffolk Environmental consulting, Inc P. O. Box 2003 Bridgehompton, New York 11932 (631)537-5160 Date: September 26,2008 Scok: I'= 40 site Data: Lot Arm = 63,302 s. f. 5tructurd C*vMW (bw Ihq,decltAhed fwtprint) = 4613 s. f. Drainage Pim based w slrrey by Pecmwic Sorvsyms, P. C Imt dated 10/30/07 w file with the 5w11m1d Town Building beportmmt Dmkme Pmwsed: Fqr (B x Z) cylindriml Precmt cwcrete dry lls 101, f. capwity mch Frsxch drain (160'•1.5'x1.5) 360 c. f. capwity bei Criterion: 2 inch rdmUl - 0.167 feet ara'o' a raguihed. 4613 x 0.167=309.1 c. f. bmingpe Pm ded = 404 C. f. pias French Drain P h r , s � � p p •' ..tom (rob mio . 1 _ ., . MST HOLE DATA f a 4ar>.,._ Imolstlmumlu ., . ra.x m...r,,.,,. •, .A 81"7gry41@psilQ,.. . T ••.........i.....A..........r.......... CME CREEK 14h' 7j James F. Mug, President Jill M. Doherty, Vice -President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. December 12, 2007 ft BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Mr. William J. Lohn Suffolk Environmental Consulting, Inc. P.O. Box 2003 Bridgehampton, NY 11932 RE: EDWARD FERGUS 1854 NORTH BAYVIEW ROAD, SOUTHOLD SCTM# 70-12-39.3 Dear Mr. Wilm: Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax(631)766.6641 The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held ori Wednesday, December 12, 2007: RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Permit #6302 to revise the footprint and location of the proposed dwelling, which dwelling will be located 80' from the situate wetland boundary; reconfigure the proposed sanitary system; and relocate the proposed shed 82' from the wetland boundary, and in accordance with the plans prepared by Peconic Surveyors, P.C., last revised on October 30, 2007, and received on November 1, 2007. BE IT FURTHER RESOLVED that the Southold Town Board of Trustees grants a One - Year Extension to Permit #6302, as issued on February 15, 2006. Any other activity within 1 00'of the wetland boundary requires a permit from this office. This is not a determination from any other agency. M _,o Board Of Southold Town Trustees SOUTHOLD, NEW YORK SCTM#70-12-39.3 PERMIT NO... rD.C)..a� .-. DATE: _Feb,..,•15.:..1206 EDWARD FERGUS _...._....... .... ...... _..._ ISSUEDTO .._ ................ 1- ............. ... ......................... .... ..... _..........._._.._.. AjuT wrtzatinn - Pursuant to the provisions of Chapter 615 of the Laws of the. State of New York, 1693; and Chapter 404 of fhe Laws of the State of New York 1952; and the Southold Town Ordinance en- titled ! REGULATING AND THE PLACING. OF:.OBST U=- , N5. IN AND ON TOWN WATERS AND PUBLIC LANDS -a & REMOVAL OF SAND, GRAVEL OR OTHER MATHtIAISM LANDS .UNDER TOWN WATERS;•..i and is accordance w the Resolution of The Board adopted at a meeting held on —19b.— 2006 , and in consideration of the sum of $....2551..4Q... _.. paid by Edward...FerRus.......................... _................. ............... .... ....... _._._._,.._.___...._.... ....._ ................. of ....... Dix Rica ......... N. Y. and. subject to the Terms and Conditions listed on the reverse side hereof, of Southold Towri Trustees authorizes and permits the following: Wetland Penrdt to construct a single-family dwelling, covered porch, attached deck, attached garage, sanitary system, and shed, with the condition drywelis and gutters are installed to contain the root run-off, and a line of staked hay bales is installed along the 50' non-0Isturbance buffer during construction, as ah depicted on the survey prepared by john Metzger last revised March. 22.2005_ all in accordance with fha detailed specifications as presented in_ the originating application. IN WITNESS WHEREOF, The said Board Of Trustees 6110 - by causes its Corporate Seal to be affixed, and these presents to be subscribed by e'maj«ity of the said Board as of this date. A+rrKUVED BY BOARD OF TRUSTEES TOWN OF SOUTNOLD `. E ffd 73'o6 Arca. o4 weAlo of > 3362 sq.fr rr3. 302 yl. ft_ 37G 2+ 3?944s9. Ft [o/ Ca Cro.or c 3360 s9.ft p/ rcve'ra.ge= 5360/691140 v tie Ilg I J A so - FLOOD ZONE LINES FROM FIRM J6103CO166 G MAY 4• 1998 ELEVATIONS REFERENCED TO N. G. VD. I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the psr it to cwstmcL The /ocotim of wells and cesspools shown hereon are from field obs~ions and or from data obtained from others. ANY ALTERATION OR AM11 N R1 /MIS SVRV IS A W 1701 OF SECROI 1209 s, INE NEW YORK STALE EDWAIRAN LAW. EXCEPT AS PER SECn0N 7M-SL00N90N 2. ALL L MICA ROTS HEREON ARE VALID IM TINS MAP AND COMS THEREOF ONLY F SAID MAP OR CCRES @EAR ME WWSS D SF OF INE SUR1£YIM WHOSE SIOIATLK APPEARS HEREON. AREA -63,302 SO. FT. X—LATH SET TO TIE LINES •=WETLAND FLAG A SURVEY OF PROPERTY AT BAYVIEW gA WN OF SOUTHOLD SUFFOLK COUNTY, MY. r� 1000-70-12-393 FEMARY Z0 2004 m � A/d9ER 9 20005 i weand+ fl 9 nriae PrW. hwas) R 2 N«. 9, Zoe (rrny.�1I G eb. 9 1p4[ (aNR =-/ Nar. TZ, •Eoo,, PROPOSED SEWAGE DISWOSAL STSTEL R) LEACHING POOLS WITH 3' SAND COLLAR 1,200 GALLON SEPTIC TANK BOTTOM OF LEACHING POOLS TO BE 2' ABOI•E GROUND WATER SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN BY' JOSEPH F/SCHETTL P.E. L HOBART ROAD T \ SOUTHOLD, N.Y. 11971 \ (631) 765-2954 \ \ APPROXIMATELY 150 cu. ft. OF FILL REQUIRED. 2, J:'S GRADING PLAN pt ���' 'W��k• "uF \ ¢ ie' / "q\ ZONE X9 4yO\ -\ arr 3p000. \ EL 8 11• TEST HOLE DATA «m as ¢111 �1 ra.Nr swa ----1'p MSwel m aawx zw sN y/pr a/r q.ILWJ n1 a.rc. swR s< N1nA M GICv yell 4' ..ror NWroM sae a M1P N aWY aAK✓ rr 04Y.. qrp N 1a ¢� n• 0. BOX 909 130 TRAVELER STREET 04-108 )UTHOLO. N.Y. 11971 _ 0 • 0 � 6`fJEer l Ay lY,t. �. 0004* ��!' vaW e•.rvemnmK rmn rel NM4M NC\ •••\`Q°r Pp ... AAraaxe 11• TEST HOLE DATA «m as ¢111 �1 ra.Nr swa ----1'p MSwel m aawx zw sN y/pr a/r q.ILWJ n1 a.rc. swR s< N1nA M GICv yell 4' ..ror NWroM sae a M1P N aWY aAK✓ rr 04Y.. qrp N 1a ¢� n• 0. BOX 909 130 TRAVELER STREET 04-108 )UTHOLO. N.Y. 11971 _ 0 • .C) Board Of Southold Town Trustees SOUTHOLD. NEW YORK i PERMIT NO... 3815.. ISSUED TO .... Llidward..Fergue:....... ........_... .... ...... --_ ............. �1utf�rntt#tArct DEC - 5 2012 Pursuant to theprovisions of Chapttee�` 615 of the Lows 4 " the State of New York, 1893; and Chap�4f}}r4t&ofJW Saws bttlse< State' of Now York 1952; and the: So 014 Town Ordinance in. — titled "REGULATING AND THE PLACING OF OBSTRUCTIONS IN AND ON TOWN WATERS AND PUBLIC, LANDS and the REMOVAL OF SAND, GRAVEL -OR OTHER MATERIALS FROM LANDS UNDER TOWN WATERS;' and in accordance with the Resolution of The Board adopted at a meeting hold on .S.apt...18.... 19...89.., and in consideration of the sura of __.__........:__._ paid by, ....... _...... .............................................._..............,.........................._..............__............... Of......... ......... _.... ......... .. ... .... _ _._... ....... ,......._.......__ N. Y. and subject to the. Terms and Conditions listed on A* reverse side . hereof, of Southold Town Trustees authorizes and permits the following: To construct 4' X 20' fixed dock, 4' X 16' ramp, two 6' X 16' floats, install 9 pilings on property located on R.O.W. off Narth Bayview Road, Southold. all in accordance with the detailed specifications as presented in fie originating application. IN WITNESS WHEREOF, The said Board of Trustees hers - by causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this data. ti A/OTd 6: Ptaj¢Po6F: FXIVA'TE .C%A r 0011C AioJAe.aNT 4r�t/4645: H• 4.13kowm %�QoPosaO / HEX 3o fi X�O W yX 6fRAI / ,S Fc on rs )14�vpo "A& PROPOZAVO Oo<c =-O& .EOc.o^R0 If Domm 7wr FEiQGtY 3 o.. Goo Ste• CR�6K dxr Sou TNo4.O, Sc+PFOe.K �• 1..Y a ° � 4 11� 7 v �1.'• • w I,,* r, 4' I A `riR}1 s._ � �n� r - _ � •� � ( ; � � ? t. 1 �����` � C � � I f �i�„ \ F` � � 4+ 1 1 � � { •� � ,. . P � �, ,i .r-�. � i '— i � � � � � r , ,� . ` . � ��'fff _ � . . .,4,-� ., �� _ Ye S � i � � 1 } )�. k. e I y 1 f • _, t �m t• e I y 1 f Obi � - ,� a .a � P • ; ! � � ' \, �rowornu�xoa `\ kli w. yw^Dm,.. P` PrP 'd rP f ^ f � / � • a',! uxx /I u �/ cw A a rem • A * ♦ !• .� 4 „ „�, p ; .� y �, ! :., • � as ;°',� .�,^�^ uy,. • ! A! P �n as y Q • e.. !j � * P. � � •i r F i! 1 I ' i •� A *♦ �y RQ rs • A si i -�. \ , N.n,mO • Pa.N s - * 9 V „ �!� 1 A Pd _ s' ^ a ♦. ! * y�P A a - !,i 'i ••O ! g* pmp. c J ��> _�— =�- Rn � — O__ _�• _- _ __•__ � � xon� CIXM1fYOF SUFFOl1( ® b' : � e vrtW�D ternaxo APPEALS BOARD MEMBERS James Dinizio. Jr., Chairman Gerard P. Goehringer Ruth D. Oliva Michael A. Simon Leslie Kanes Weisman Mailing Address: Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://wutholdtown.northfork.net ZONING BOARD OF APPEALS RECEIYED C11- TOWN OF SOUTHOLD - cl ; Tel. (631) 765-1809 • Fax (631) 765-9064 _ llit — 7 9M7 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 26, 2007 ZB File No. 5941- EDWARD FERGUS Property Location: 1854 North Bayview Road, Southold CTM 70-12-39.3 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. PROPERTY FACTSMESCRIPTION: The applicant's property is unimproved land containing 63,302 square feet, shown on the January 6, 2005 survey prepared by Peconic Surveyors, P.C. BASIS OF APPLICATION: Requested in this application is a variance under Zoning Code Section 280-18 (formerly numbered 100-30A.3, Bulk Schedule), based on the Building Inspectors May 31, 2006 Notice of Disapproval concerning an application for a building permit and applicant's proposal to build a single-family dwelling at less than the code -required 50 feet from the rear lot line at its closest point. yii1 ll:[eKYs1 3 l The Zoning Board of Appeals held a public hearing on this application on November 30, 2006 and March 29, 2007, at which time written and oral evidence were presented. The written portion of the recorded was extended until April 19, 2007. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant has applied for a reduced setback for a proposed new dwelling with threscar garage, at 25.2 feet from the northerly rear lot line, at its closest point, Instead of 50 feet. Based on the Building Inspectors determination issued, the Board's jurisdiction is limited to the code restriction defining the setback area to be at least 50 feet of the rear yard properly line. TOWN CODE CHAPTER 95 (268) LWRP DETERMINATION The applicant is proposing a new dwelling and an attached garage. Based on the Building Inspectors determination issued, the Board's jurisdiction Is limited to the code restriction defining the setback area to be at least 50 feet of the rear yard property line. Recommendations were issued and transmitted to the Zoning Board of Appeals in a letter dated November 29, 2006, pursuant to the procedures under Chapter 95, Waterfront Consistency Review of the Town of Southold Code and Local Waterfront Revitalization Program (LWRP). Grant of alternative relief in this variance application will substantially increase the setback measured between the garage area of the proposed dwelling and the rear property line, from the applicant's requested 25.2 feet to 37 feet, as a minimum. The Page 2 - April 26, 2007 ZB File No. 5941 - Edward Fergus CTM No. 70-12-39.3 46 requirements listed in the LWRP recommendations are not under the jurisdiction of the Zoning Board of Appeals concerning a rear yard setback at the northeasterly section of the property. The remaining areas of proposed construction will be required to meet and conform to the Zoning Code minimum standards applicable on this land. The aitemative relief with conditions noted below, will mitigate many of the areas addressed in the LWRP recommendations, to the extent the Zoning Board of Appeals has jurisdiction. The alternative relief as noted below substantially eliminates the extremity of the 25.2 ft. non -conforming setback requested by the applicant because the property is vacant land (with the exception of a dock structure). The rear yard setback for ZBA jurisdiction is at least 100 feet from the wetlands, shown on the applicant's survey revised December 19, 2006. For these reasons, the Board moves to deny the application as applied for, with the granting of an alternative,. reducing the size of the construction area as to setback and height, resulting in a rear yard with a greater degree of conformity with the Zoning regulations, as well as the LWRP, which mandates the highest standards of coastal erosion/wetland/water bodies protection approved by New York State and Southold Town. AREA VARIANCE DETERMINATION REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of alternative relief will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The property is vacant land and uniquely situated. The lend contains variables with the shape, topographical contours, views, neighborhood concerns, closeness to the waterway (Goose Creek), closeness of other homes and their view areas. The existing elevation where the three -car garage section of the proposed home is to be sited, at the northeast corner, is currently shown to be 8.6 feet above mean sea level. The opposite side of the proposed dwelling contains wetlands and non -disturbance buffer areas with lower elevations. The parcel consists of a great deal of frontage along the wetlands adjacent to Goose Creek, the depth of the lot is reduced, making it more difficult to place a dwelling with attached garage. 2. The benefit sought by the applicant can be achieved by alternative relief as noted below, and feasible for the applicant to pursue. Although the applicant has obtained other agency approvals prior to applying for a variance from the Zoning Code, the alleged difficulty is self-created because the applicant could take advantage of the fact that the house is not currently built and could redesign the footprint (size) to conform to the unique shape of this property. The Board does recognize the necessity of connecting the proposed house to a proposed garage as an accommodation and convenience to an owner who has a medical history, planning to reside in the home and the need for some variance relief. 3. The relief requested is substantial for the requested 25.2 ft. rear yard set back, amounting to a 50% reduction from the code required 50 feet. When it is combined with the 27% wetlands variance granted by the trustees, it begs for a solution other than a 50% code reduction in the setback requirement. 4. The difficulty is self-created because the applicant could take advantage of the fact that the house is not currently built and could redesign the footprint (size) to conform to the unique shape of this property. 5. No evidence has been submitted to suggest that alternative relief at a greater setback from the rear property fine in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. Page 3 -April 26, 2007 ZB File No. 5941- Edward Fergus CTM No. 70-12-39.3 6. Grant of the requested relief for a 25.2 ft. setback Is not the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling with an attached garage, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. The appl'icant's request is not the minimum necessary since a new design of the size of the dwelling with garage could increase the rear yard setback greater than the requested 25 feet. Also, conditions are necessary to mitigate many of the concerns addressed in the record. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dinizio, seconded by Member Oliva, and duly carried, to DENY the relief as applied for, and to GRANT alternative relief for a minimum 37 ft. rear yard set back, subject to the following conditions: 1. That haylstraw bales be placed seaward of the proposed foundation and wrapped around said foundation to a distance of approximately 50' to the northwest, and the northeast. 2. That the construction of the proposed two-story attached garage BE REDUCED to a one and one- half (1'%) -story garage, not to exceed 18 feet in height to the top of the ridge, or a ceiling height above the first story at not greater than seven feet in height. 3. That the proposed attached garage (attached to the dwelling) be screened from the contiguous property to the north. The minimum distance of screening shall be 48 feet in length, commencing at the beginning of the northeasterly point of the garage and moving west, on a straight line about 5 feet Inside the applicant's property line. The screening should be of evergreen type, at a minimum height of 5 feet to 6 feet, and continuously maintained. 4. Proper roof drainage of the garage should be maintained by the use of roof gutters and downspouts, as per code. This runoff should be placed in a drywell large enough to accommodate the same, as per code. 5. Control of all groundwater runoff, including but not limited to the use, design and placement of driveways, drywells and French drains, will strictly comply with the Town Drainage Code. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicants diagrams or survey site maps, are not authorized under this application when Involving nonconformill under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed In this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members DinlAo (Chairman), Oliva, Goehringer, Simon and Weisman. This Resolution was duly adopted (5-0). J mes Dinizio, Chairma 007 proved for Filing RECEIVED ct-9:01a.m -7e7 Southold Town (1.ea aJ weifs Jot = 3362 sq. 65,50217P- 3562 5994Aey. f} Loo Cwer-'cp - 536c S.7 -re n/ lnrar"es p9tco%5t 7d11 a 97. �. prep eI. mywrq NGRTN !a» n � I Mn G. all Al FLOOD ZONE LINES FROM FIRM J6103CO166 G MAY 4, 1998 ELEVA DONS REFERENCED TO NGV O. 1 am famlVor with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the Conditions set forth therein and on the permit to construct. The laca;ion of wells and cesspools shown hereon are from field observations and or Ira, data obtained Al., others. iANY ALMIAnON OR ADanpv W nrls SUP'f_Y IS A uOLA npv C S,CTON 7209 OF Mf NEW YORK STATE EDUCAnaN LAW. i. ACEPT AS PER SEChbW 72bI?-SIN1D!NSI0N 2 ALL LERnFICAnONS HEREON ARE VAUO FORTHIS MAP AND COTES 7NERECF ONLY 6 SAID MAP OR COMES BEAR ME IMPRESSED SEAL OF INC SURVEYOR WHOSE SIGMA LURE APPEARS HEREON. AREA=63,302 S0. FT. x=LATH SET 8 SURTJEY OF PROPERTY AT BAYV:EW TOWN OF SOUTI 89y°fErr SUFFOLK COUNTOY,LD N.Y. 1000-70-12-39.3 c SCALE.1'=50' -nc FEBRUARY 20. 2004 p JANUARY 6. RV'3 (ReMvma) SfPR'NBfR 9. 2095 (Lac. "lirtls eo956 tense prop. nevse) �� c0. j• bo(-(yet:/na/ Iu•/A) O ^ Y2 22004 ,.oba. f�enA) C +/ eyes. st..a nm�.rp z PROPOSED SEWAGE DISPOSAL SYSTEM C (67 LEACHING POOLS WITH Jr SAND COLLAR—1 (1) 1.200 GALLON SEPTIC TANK i JULY 7 2C05 BOTTOM OF LEACHING POOLS TO BE 2' ABOVE CROUNU WATER � SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN BY.�-'--" JOSEPH FISCNETn, P.E. H08ART ROAD SOUTHOLD. N.Y. 11971 \ \ (6Jr) 765-1954 \ APPROXIMATELY 150 CU. /t. OF FILL REWIRED. GRADING PLAN f E�'Itse \ NF!r��e,/.ems�, ft \ T M4�yA -toe" N�, a wa/l/u w axe' \ YEsf N011f DiM \ ee..,�j A• a . o`\ .fru'.. 1+r+..M IMe woo/ M 34Vp SP ldl .w� e•'s-,.M '.r ekes �___ � OWN . � frl4„•.A. w.6e. ld' .S Ia \ _ ee Ix• .: W ',. lr� } ___ Frere. r9 es *•w � � "(Ia�N x'_44. �' lI' �? MRRx P/R1.GIO A' hE EAE)„g.e :l .w' �g r w�wwow eaea ' So. � `I� � Inmewrr aAnr sAw se r .r rIw w Mesw• m �T. MFrr N % r -EI-R .n• ZyS' `' rr rrn.ws.s ano0A, er N /Y/'1 _ * 4e OQ OS. dux wawa m m Aama A.-, p c OAj�, /Y .,=e�o•ruruma+ : \ Y CONIC P ON U �� -' ^• .... \ muTNnr D . 50 10 P.O. BOX N825 5-W •r- 1 1230 NY ;F971 STR- 1 �I • �J OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 pF SO(/j�,o� CA ��y00UNiY,N"�' 0 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631 765-1935 Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: John Bredemeyer, President u u Town of Southold Board of Trustees JAN 2 2 2014 From: Mark Terry, Principal Planner J LWRP Coordinator Date: January 22, 2014 Re: Proposed Wetland Permit for DAVID PAGE & BARBARA SHINN SCTM# 1000-70-12-39.3 DAVID PAGE & BARBARA SHINN request a Wetland Permit to construct a two-story single family dwelling with garage and decking (1,150sq.ft. contact footprint, 1,878sq.ft. main level coverage with 600sq.ft. decking) with attendant sanitary system and 260 linear foot French drain; construct an approximately 12' high by 60' long retaining wall; construct a 288sq.ft. shed; install a gravel driveway; and to establish a 50' wide Non -Disturbance Buffer along the landward edge of the wetlands. Located: 1854 North Bayview Road, Southold. SCTM# 70-12- 39.3 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Lori Hulse, Assistant Town Attorney ��g�►FFO(,�C • Peter Young, Chairman Lauren Standish, Secretary Conservation Advisory Council Town of Southold Town Hall, 53095 Main Rd. P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1892 Fax(631)765-6641 At the meeting of the Southold Town Conservation Advisory Council held Wed., January 15, 2014 the following recommendation was made: Moved by Peter Young, seconded by William McDermott, it was RESOLVED to SUPPORT the application of DAVID PAGE & BARBARA SHINN to construct a single-family dwelling and garage, attendant sanitary system, French drain, gravel driveway, proposed shed, and a 50' non -disturbance buffer landward of the edge of wetlands. Located: 1854 North Bayview Rd., Southold. SCTM#70-12-39.3 Inspected by: Peter Young, William McDermott Vote of Council: Ayes: All Motion Carried James F. King, President Bob Ghosio, Jr., Vice -President Dave Bergen John Bredemeyer Michael J. Domino 4 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Office Use Only �asW Erosion Permit Application etland Permit Application _ Administrative Permit Amendic Trans' x ion �ceeived Application: rved Fee:S ropleted Application _Incomplete _SEQRA Classification: Type I Type 11—Unlisted— .�°°rdination:(date sent) L WRP Consistency Ass ss t Fonn 3 � AC Referral Sent: 3 ate of Inspection: Receipt of CAC Report _ Lead Agency Determination: i. ,Technical Review: ublic Hearing Hel Resolution: i Name of Applicant David Page & Barbara Shinn 0 Town Hall Annex 54376 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765.6641 Mailing Address 2000 Oregon Rd. Mattituck, NY 11952 Phone Number:( ) 631-804-068 03108 Suffolk County Tax Map Number: 1000 - 070-12-39.3 Property Location: 1854 North Bayview Rd. Town of Southold. NY (provide LILCO Pole #, distance to cross streets, and location) AGENT: (If applic Address: 5epv Co�(clA A Hard of Trustees Applicatin* 12 27 /0 GENERAL DATA Land Area (in square feet): 63,302 Area Zonina: R40 Previous use of property: Residential (vacant) Intended use of property: Residential Covenants and Restrictions on property? Yes X No If "Yes", please provide a copy. k; Pe Phone L.,JV\ [Jo-vi'J COnV c rS ��oYj PaJ e ..peck n9 - (ebb sq_ . -P4 , —IZe ka'n� J �0, OfPrIX 12` high x (po' Il ons 299 sq_ ,t-><", — �-ench &nin- 'Zloe) I F Will this project require a Building Permit as per Town Code? X Yes rvv If "Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes X No If "Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes x No Does the structure (s) on property have a valid Certificate of Occupancy? Yes No (N/A - No Existing Structure) Prior permits/approvals for site improvements: Agency Date + BOArtt..b of :tkws-c S 8 22 12012 A (,SAMe pLArJ A5 CUhd11.Etg stipR c wtol qgt,-t" kol W2x12. Twoor- ScvZAM v 6wu0►�h ppF,t�wu1 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): Applicant proposes to renew Board of Trustees Permit No. 7247 which authorized the oro ee ty owner to construct a single family dwelling and garage (1150 sq.ft. contact footprint, 1878 sq.ft. main level and proposed shed 60'/110/1 df5Jv1fb,1,nce by-PAr [^)wXrJ 6-fejR{ Ve�I phJ SoOd of Trustees Application • WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Area of wetlands on lot: 3,362 square feet Percent coverage of lot: 5.4 W % Closest distance between nearest existing structure and upland edge of wetlands: feet (N/A - No Existing Structure) Closest distance between nearest proposed structure and upland edge of wetlands: - 90.5 feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated? cubic yards Reference SWPPP Plan How muchmaterial will be filled? 152 cubic yards for Details on Excavation Depth of which material will be removed or deposited: feet Proposed slope throughout the area of operations: Manner in which material will be removed or deposited: Typical front end loaders Remainder by hand Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): No impact to the surrounding wetlands is anticipated in that the project meets the required structural setbacks from wetlands This will prevent any and all potential run-off from entering the contiguous waterway (Goose Creek) via the installation of staked line of haybales. This has been issued both with a permit from the New York State Department of Environmental conservation and the Town of Southold Board of Trustees for this project. Consequently we do no anticipate that these action will have any form of impact to surrounding wetlands 0 0 617.20 Appendix B Short Environmental Assessment Form Instructions for Comnletine Part I - Project Information. The applicant or project sponsor is responsible for the completion of Part I. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part i based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency; attach additional pages as necessary to supplement any item. Part 1 - Project and Sponsor Information Name of Action or Project: David Page and Barbara Shinn Project Location (describe, and attach a location map): 1854 North Bayview Dr. ; Town of Southold, NY (SCTM# 1000-070-12-039.5) Brief Description of Proposed Action: Applicant proposes to renew Board of Trustees Permit No. 7247 which authorized the property owner to construct a single family dwelling and garage (1150 sq.ft. contact footprint, 1878 stilt main level coverage) attendant sanitary system, french drain (260 linear ft.), gravel driveway, and proposed shed Name of Applicant or Sponsor:. Telephone: David Page & Barbara Shinn E -Mail: Address: 2000 Oregon Rd. City/PO: State: Zip Code: Mattituck NY 11952 1. Does the proposed action only involve the legislative adoption of a plan, local law, ordinance, NO YES administrative rule, or regulation? If Yes, attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no, continue to question 2. 2. Does the proposed action require a permit, approval or funding from any other governmental Agency? NO YES If Yes, list agency(s) name and permit or approval: ❑ ❑ Oeb,ikk 035 A o05a Sjfmx fta V.JCJ 1. -00:5 3a Total acreage of the site of the proposed actio ? acres b. Total acreage to be physically disturbed? 0 acres c. Total acreage (project site and any contiguous properties) owned by the s LS I1111M/tli, or controlled applicant or project sponsor? acres 4. Check all land uses that occur on, adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial El Residential (suburban) ❑Forest ❑Agriculture ❑Aquatic ❑other(specify): ❑Parkland Page 1 of 4. 0 0 5. Is the proposed action, a. A permitted use under the zoning regulations? b. Consistent with the adopted comprehensive plan? NO YES N/A ❑ ❑ ❑ ❑ X ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? NO YES ❑X❑ 7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? If Yes, identify: NO YES El 1:11 8. a. Will the proposed action result in a substantial increase in traffic above present levels? b. Are public transportation service(s) available at or near the site of the proposed action? c. Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? NO YES El ❑ ❑ X 9. noes the proposed action meet or exceed the state energy code requirements? If the proposed action will exceed requirements, describe= design features and technologies: ItLeft O 1 " F011. NO YES ❑ ❑ r l 10. Will the proposed action connect to an existing public/private water supply? If No, describe method for providing potable water: NO YES ❑ a 11. Will the proposed action connect to existing wastewater utilities? If No, describe method for providing wastewater treatment: NO YES ❑ ❑ 12. a. Does the site contain a structure that is listed on either the State or National Register of Historic Places? b. Is the proposed action located in an archeological sensitive area? NO YES El X 13. a Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodies regulated by a federal, state or local agency? b. Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extant of alterations in square feet or acres: NO YES X ❑ ❑ 14. Identify the typical habitat types that occur on, or are likely to be found on the project site. Check all that apply: ❑ Shoreline ❑ Forest ❑ Agricultural/grasslands ❑ Early mid -successional ❑ Wetland ❑ Urban ❑ Suburban 15. Does the site of the proposed action contain any species of animal, or associated habitats, listed by the State or Federal government as threatened or endangered? NO YES ❑ ❑ 16. Is the project site located in the 100 year flood plain? NO YES X 17. Will the proposed action create storm water discharge, either from point or non -point sources? If Yes, a. Will storm water discharges flow to adjacent properties? [Z] NO ❑YES b. Will storm water discharges be directed to established conveyance systemsrunoff and storm drains)? If Yes, briefly describe: (ENO E]YES 260' (linear feet) french drain and 5' water easement on west side of Property. No YES ❑ ❑ Page 2 of 4 0 18. Does the proposed action include construction or other activities that result in the impoundment of water or other liquids (e.g. retention pond, waste lagoon, dam)? If Yes, explain purpose and size: NO YES ❑ ❑ to large impact impact may 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste management facility? If Yes, describe: NO YES ❑ ❑ El E]regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 20. Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or completed) for hazardous waste? If Yes, describe: NO YES ❑ ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ ❑ establishment of Critical Environmental Area (CEA)? 1 AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE 7 Applicant(sponsorname: FS-I� A,%) J A,% Date: IZ'Z0 � 7 Signature^ Part 2 - Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the.following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept "Have my responses been reasonable considering the scale and context of the proposed action?' Page 3 of 4 No, or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning El E]regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? l ❑ 3. Will the proposed action impair the character or quality of the existing community? ❑ ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ ❑ establishment of Critical Environmental Area (CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or FE ❑ affect existing infrastrucbue for mass transit, biking or walkway? 6. Will the proposed action cause an increase in the use of energy and h fails to incorporate available energy conservation or renewable energy opportunities? —reasonably 7. Will the proposed action impact existing: ❑ a. public / private water supplies? ❑ b. public / private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic, archaeological, X ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources (e.g., wetlands, - ❑ ❑ waterbodies, groundwater, air quality, flora and fauna)? Page 3 of 4 Part 3 - Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered "moderate to large impact may occur", or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact, please complete Part 3. Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting, probability of occurring, duration, irreversibility, geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. -Jfl Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action will not result in any significant adverse environmentalhnnaq1s Town of Southold - Board of Trustees I 1 a \ 1 )� Name of Lead Agency Dat Print or N i e ofgrspe sible O Icer in Lead Agency a� Ignature ofRespe tsrble Officer in Lead Agency -President Title of Responsible Officer Signature of Preparer (if different from Responsible Officer) PRINT Page 4 of 4 No, or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion, Flooding or drain ❑ problems? problems? 11. Will the proposed action create a hazard to environmental resources or human health? X Part 3 - Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered "moderate to large impact may occur", or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact, please complete Part 3. Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting, probability of occurring, duration, irreversibility, geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. -Jfl Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action will not result in any significant adverse environmentalhnnaq1s Town of Southold - Board of Trustees I 1 a \ 1 )� Name of Lead Agency Dat Print or N i e ofgrspe sible O Icer in Lead Agency a� Ignature ofRespe tsrble Officer in Lead Agency -President Title of Responsible Officer Signature of Preparer (if different from Responsible Officer) PRINT Page 4 of 4 0 11 FORM - 06110 Town of Southold Run-off ASSESSMENT FORM Erosion, Sedimentation & Storm -Water FROPERTY LOCATION: S.C.TA.fi TUE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 1000 070 12 039.5 STORM -WATER I r DRAINAGE AND EEM'ON CONTROL PM GERTIVIEDOTA DESIen rimroaaMANA L IM TME NTATC Vr NOW W MM. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM it / WORK ASSESSMENT Yes No a. What Is the Total Area of the Project Percale? I Will this Project Retain All Stam -Water Runt (include Total Area of Y Parcels located within 63,302 sq.ft. Generated by a Two (21 Inch Rainfall on Site? the Scope of Work for Proposed Con,mtctlon) (This Rerrh will Include all run-0off by Sole ❑ (s.F. r noes) b. What Is the Total Area of Land Clearing X clearing andlor construction activltles as well as all — andfor Ground Disturbance for the proposed 0.80 acres She Improvements and the permanent creation of construction as:W impervious surfeoac.) (s.F. r,mK) 2 Does the Site Man and/or Survey Slow AN Proposed PROVIDE BRIEF PROJWr DESCRUMON (FmMAe..aMleed Peter Were Drainage Structures Indicating Size & Location? This — a Item shall Include all Proposed Grade Changes and X Slopes Controlling Surface Water Flow. Applicant Proposes to renew Board of Trustees 3 Does the She Plan and/or Survey describe th erosion Permit No. 7247 which authorized the property and sediment control practices that will beused to control site erosion and stone water discharges. This owner to construct a sinqle family dwelling and Nem must be maintained throughout the Entire Construction Period. garage (1150 sq.ft. contact footprint, 1878 sq.ft. 4 Will this Project Require any Land Filling, Grading or Natural Excavation where there is a dange to the malnleVelCOVerage)aftendant Sanitary System, Existing Grade Involving more than 200 Cubic Yards E — of Material within any Parcel? french drain (260 linear ft.), gravel driveway, and 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand - proposed shed (5,000 S.F.) Square Feet W Ground Surface? 6 Is arere a Natural Water Course Running through the Site? Is this Projectwilhin the Trustees Jurisdiction or within OrXHundred (1001 feet of a Wetland or - General DEC DEC SWPPP Reoulmnu rode subnasion of a SwPPP Is mq ked for all Construction activities WxIvirg aur Beach? dabubenms ofons (1)a more aeras: Including dhdroanoes d lose than one sae that 7 Will there he Sha preparation on Existing Grade Slopes are pen of a ager common pan Use will uMmtely disturb one or mom eves of lard: which Exceed Fiftein(15) feet of Vertical Rise to = Involving sol disturbances, d lass Men ons (1) acme "Mere Including activitiesM Ndm One Hundred (1W) of Horizontal Distance? — the DEC has determined that a SPDFS pemut Is required nor storm water discharges. ( SWPPp\ Shell reasttla Minimum Requires ranto die SPOES General Permit 8 Will Driveways. Peddng Areas or other Impervious W Slam water Discharges from Construction w Npr -Pemdt No. GP440401.) Surfaces be Sloped to Direct Stomp -Water Run -Of 1. The SWPPP Wall be Vagoved prior to(he submdGB ofdw NOL The N01 sal be Into andfor in the direction of a Tom dghtof-way? — submitted to the Deprbrrnl pdorto to oom mencen ent of mmbudbn aetMTy. 2. The SWPPP shall dmepta the a, d, and sediment cuNrd practicee and when 9 Will this Project Require the Placement of Material. mqulred.puelsnn*ucdm storm water management pradkn that will be used arWor Removal of Vegetation and/or the Construction of any comuurledlored"ViepWNrdslnsks wabrdadargesanebmsae Item Whin the Town Rightof-Way or Road Shoulder— oonQlWrmWNartamNarHcondMamgtidspamdllnaddition. the SWPPP sat Area70ar rmwA xortmmam. beWldlrndarMwb Apeir) tdmtiypatentld sources dsolution AMkh may ranormaMy be r@acted toeRx[tlm quAMydflar Ylelardarlmarll NOTE; If Any Answerto Questions One eumuph Nim Is Answered wahe Clack Mmk a:MSRmPPotlMtngbelhapwFmmhurdtonsmmnemrmaneWnemp�alm Ina Box end the mrabuo*o avis dtetorbna te babva.n l6M$F. all Am in res, astemAwmr,Qadln%DrYnop&Eml*PC IPLmaMgdndbydwToand eoa@wmtddlbepmpwWbyogwlDad Dalen PmftsbWLWWMWInNwYmk tied Is bnMeelpable In dw ixind la and prodlme or Storm water Management Southold ass Mar be submitted forReAmPdorto hewn dMryaulamg MadL TM; Aar*Nrk(J)nN>MewrbsschQ Is Ppaedbra0NVId*AFAomm) .01114 m err Public, State of New York MIT. OF NEW YORK lift OtBMolk050 COUNTY OF...........................................SS QuelMled in Suffolk f;atmty 2 Commission ExplPC''p�riis th 71st f . ........................ _... ......._.._.................................... being duly swom, deposes and says that he/ is thea for Pemtit, (Name daadaai soft Dowmnt) And(hat he/she is the .............................................. ............................................................... . canbaaun..ged, domain.Oman re.) Owner and/or representable of the Owner or Owners, and is daily authorized to perform or have performed the said work and to make and file [itis application; that all statements contained in this application are hue to the best of his knowledge and befell and that the work will be performed in the manner set forth in the application filed herewith. Swom to befo me this; � aQ`1T'! t�aYof............ .. 2ol:� .........................I................. �t ,, NotaryPublic:...�i?:c�!�.`......................... ............ 1.::..:........... ............... FORM - 06110 James F. King, President Bob Ghosio, Jr. , Vice -President Dave Bergen John Bredemeyer Michael J. Domino 11 � f \ / � — f ?_ 11 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD In the Matter of the Application of DAVID PAGE & BARBARA SHINN COUNTY OF SUFFOLK) STATE OF NEW YORK) Town Hall, 53095 Main Rd. P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1892 Fax(631)765-6641 AFFIDAVIT OF POSTING TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR EIGHT DAYS I,]2&I6t PfE, residing at /dba /l��� uBV �p- // 1 SZ - being duly sworn, depose and say: I. That on the I day of �`th 201 '/, I personally posted the property known as 19S•/ N• 15AM✓IE-w hit. seN77-)VLD" 119SZ_ /aoo-7t'-Iz-3q•3 by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eight days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday, January 22, 2014. Dated: 'rJYu"' 1 (signature) --�- Sworn to before me this ZISJ day ofSan,201� Notary Public CONNIE D. BUNCH Notary Putft, Stale of New York NO. 01 BU818M OuaNflsd In Buffok County Com *Ww Expkw April 14, 2_i I C NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a public hearing will be held by the SOUTHOLD BOARD OF TRUSTEES at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. IF 0 ,)o vi4Ahaq e OWNER(S) OF RECORD: nn 1�o�,C�aC'0. S SUBJECT OF PUBLIC HEARING: To construct a two-story single family dwelling with gage and decift (1,15AW#. te&*pi t, 1,97ft*lt. moo 6W IL VIM aftrA*r#t Sanitary WMem OW 260 WNW foot French +r: corlabUct an amu 1' ffth 5"f' W Wft 11ftift WMt Construct a .R. shed; 'instaill a gravel driveway; and to establish a 50' wide Non -Disturbance Mar along the landward edge of the wetlands. TIME & DATE OF PUBLIC HEARING: a GJed1esc6y, Tan�uwy aa, ao 1 w • 4 or af Do� x'30 PO) If you have an Interest in this project, you are Invited to view the Town file(s) which are available for inspection rior to the day of the hearing during normal business days between the hours of a.m and.4 mm_ BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 B•d of Trustees Application • County of Suffolk State of New York BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS) 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. Signature of Property Owner SWORN TO BEFORE ME THIS d CSW 1 DAY OF 4Q-UrJ, 20j_�)_ Notary Public CONNIE D. BUNCH Notary PubNc, State of New York No. 01BUSiSeraw OmMed in Suf 1k County� /� Commission ExpIres" 14, r APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE ORM li; .0 „• ..r.•_,ui ..,alar 1.9 i Jc, _ ,', n:.J, .u,-Ffo.. irwmtso of 1, DLII , D 1 4H1. • •' f 19l ,J. `.• , i R4 • r ly [,Y IS 1 Lv! 9 i • 1 YOURNAME: Page, David C. & Shinn, Barbara D (Last name, fust name, griddle initial, unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance trustee Change ofzone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If "Other, name the activity.) Do you personally (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold? "Relationship" includes by blood, marriage, or business;nterest. "Business interest . means a business, including a partnership, in which the town officer or employee has even a partial ownership of (or employment by) a corporation in which the town officer or employee owns more than 5% of the shares. YES NO X If you answered "YES", complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Tide or position of that person Describe the relationship between yourself (tire applicanttagenNrepresentative) and the town officer or employee. Either check the appropriate line A) through D) and/or describe in the space provided. The town officer or employee or his or her spouse, sibling, parent, or child is (check all that apply): A) the owner of greater than 5% of the shams of the corporate stock of the applicant (when the applicant is a corporation); _B) the legal or beneficial owner of any interest in a noncorporate entity (when the applicant is not a corporation); _C) an officer, director, partner, or employee of the applicant; or - - _D) the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this m ay of —P&A tbK 270 Signature Print Name Form TS I iJ 0 Town of Southold 0 LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its simificant 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be exnlained to detail_ listing hnth snnnnrtino and nnn_ supporting fact. If an action cannot be certified as consistent with the LWRP policy standards conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 070 12 _ 039.5 PROJECT NAME David Page & Barbara Shinn The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board ❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: ❑x Nature and extent of action: Applicant proposes to renew Board of Trustees Permit No 7247 which authorized the properly owner to construct a single family dwelling and garage (1150 sq.ft. contact footprint 1878 sq.ft. main level coverage) attendant sanitary system french drairh (260 linear ft) gravel driveway, and proposed shed 4 Location of action: 1854 North Bayview Rd. Town of Southold. NY Site acreage: - 1.45 acres Present land use: Residential Presentzoningclessification: Residential 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: David Page & Barbara Shinn (b) Mailing address: 2000 Oregon Rd. Mattituck, NY 11952 (c) Telephone number: Area Code ( ) 631-804-0368 (d) Application number, if any: 7247 Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑X No ❑ If yes, which state or federal agency? NYSDEC, SCDHS (('t, MLV-NT L`I Rfi'"VC-n ) C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open apace, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III — Policies; Page 2 for evaluation criteria. ❑ Yes ❑ No ❑ Not Applicable As indicated within Policy 1, "Development that do _would result in a loss of the community and landscape character of Southold". This psyect is n prnnnsal to imnrnye an undeveloped lot with a dwelling and related appurtenances that are common to the surrounding area which is highly developed. The proposal, as designed, will not result in adverse effects to the surrounding environment in that it meets all required setbacks from situated wetlands. In addition, all dwellings in the surrounding area have coexisted harmoniously with the environment for years. Accordingly we believe that this prolect is consistent with this oolicv. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LW" Section III — Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No El Not Applicable and/or arch aeologicalresources. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III — Policies Pages 6 through 7 for evaluation criteria ❑X Yes ❑ No ❑ Not Applicable Subject proposal will not adversely impact the visual quality of the surrounding area in that the surroundina area is currently comprised of properties improved with single-family dwelling of similar, if not larger, size. The proposed dwelling will not impede line of sight through subject lot any more that it is impeded now as said lot is highly vegetated. The required clearing of the lot will actually increase the amount of visibility through subiect parcel thereby opening up more of the Town's scenic resources to public view. Therefore, this proposal will comply with Policy 3. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III — Policies Pages 8 through 16 for evaluation criteria 0 Yes ❑ No ❑ Not Applicable Subject proposal will fully comply with Policy 4 in that the location of the improvements within subiect property are to be situated above the eight foot (8'-0") elevation contour which will provide ample protection during a severe storm event. Native vegetation will remain around the periphery of subiect parcel offering further protection against erosion. Accordingly, the proposal will not result in any form of loss of life structures and natural resources from flooding and erosion. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III — Policies Pages 16 through 21 for evaluation criteria ❑x Yes ❑ No ❑ Not Applicable Subject proposal will comply with Policy 5 in that the properly will utilize public water as well ns to utilize on PfficiPnt sanitary system, which will be compliant with the reggjrements of th ffolk Qnunly Department of Health Servirpc Accordingly. no adverse impacts to either the water quality and/or water supplyof Sy ted Town are nntidpatPd Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III — Policies; Pages. 22 through 32 for evaluation criteria. 0 ❑ ❑ `Yes No Not ApAble • Subject proposal will comply with Policy 6 in that the proposed improvements are designed to meet the environmental guidelines and requirements of both the Town of Southold Board of Trustees and the New York State Department of Environmental Conservation and consequently, will maintain the integrity of the surrounding ecosystem. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [:]No O Not Applicable Subject proposal is not applicable in that the proposal is simply to improve subject property with a reasonably sizers single family dwellina with related appurtenances. Accordingly, this proposal is not applicable with this pommy. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III — Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No El Not Applicable Subject Proposal is not applicable in that the proposal does not involve djsposal and/or transportation of solid waste hazardous waste, toxic pollutants or petroleum products. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ YedO No 0 Not Applicable Subject proposal is not applicable in that the proposal is not situated within a property containing or having the potential to contain, public access to coastal waters, public lands and/or public resources within the Town of Southold Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water -dependent uses and promote siting of new water -dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ 0 Not Applicable Yes [:1 No Subject proposal is not applicable in that the proposal does not involve a water -dependent use (i.e. marina, aquaculture, etc.) Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III — Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable Subject proposal is not applicable in that the proposal does not involve any form of marine resource management (i.e. commercial fisheries, recreational fisheries, aquaculture. etc.) additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable Suyect proposal is not applicahle in that the pmposal does_ not involve agricidtural lands (i a the conversion of farmland the estahlishment and/or maintenance of the new coastal agricultural nrodnrtion, Pts ) Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III — Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable Subject proposal is not applicable in that the proposal does not involve the conservation of energy resources on a commercial level and/or the promotion of alternative energy sources. proper maintenance of fuel storage facilities and/or She extraction of mineral extraction PREPARED BY Barbara Shinn • TITLE owner DATE r 4 W, \x O ox NOW OR FORMERLY: RENA & WILLIAM KUHL Nox DWELLINGx NX NX x x FE 3.3' W X e �tiF 9o�y SURVEY OF PROPERTY FOR MAP OF NORTH BAYVIEW ROAD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M. # 1000-70-12-39.3 AREA OF PROPERTY - 63,302 SQUARE FEET AREA OF WETLAND - 3,362 SQUARE FEET 63,302 - 3,362 = 59,940 SQUARE FEET LOT COVERAGE - TO BE DETERMINED % OF LOT COVERAGE - TO BE DETERMINED ALLOWABLE 20% (GREATER OR LESS THAN) - TO BE DETERMINED SCALE 1" = 20'-0" INFORMATION TAKEN FROM SURVEY PREPARED BY PECONIC SURVEYORS, P.C. PO BOX 909 1230 TRAVELER STREET SOUTHOLD, NY 11971 L. 6.0' NOW OR FORMERLY: LUCY B. & WILLIAM KUHL AILO1\I f►l TILIT`+l > POLE m �D W E STK m ft SET 'z N N O Cal \ S \ \RE13ARJ�M . SET FS F NO�i t 90 RF�� OR F , \ ss y2000 ORMFR °SED w 9 00'00 OW" 44/% L/O Y� c P WgT � � ROpOSFO � �0'\ X TFSTN 300 Ooi (1g0'tAl \ sLQ. - �O � — _jA k\ LOO O -ZONEAE r'4-\ EL. 8 o° .d \ 'V \ 60 - 7 \ .. 0 0 F , \ STAKED LINE OF HAY BALES EDGE OF WETLANDS AS DELINEATED BY SUFFOLK ENVIRONMENTAL CONSULIFIN INC. ON JULY 22, 2005 N82 55 SPIKE SET N EL. 3.9' REBAR SET TIE LINE 141.011' - - EXISTING SITE PLAN 00 co cc)� N 00 �z 00 -0 M cD a F- 00 U U) F- 0 W r F, N U 1— 0�z U ao 2� OZ =0 zzF- a 0� C/)a 0 r - North Bayview Road Southold, NY 11963 NOTES e F j[HFDE�7 213 �o �� o Ooo ; CL. �z a Qmo � o EXISTING SITE PLAN 00 co cc)� N 00 �z 00 -0 M cD a F- 00 U U) F- 0 W r F, N U 1— 0�z U ao 2� OZ =0 zzF- a 0� C/)a 0 r - North Bayview Road Southold, NY 11963 NOTES e F j[HFDE�7 213 w Y Em \\ X O'j X ° NOW OR FORMERLY: a, RENA & WILLIAM KUHL NoX DWELLINGX Q0 NX X X FE 3.3'W X �G Ix SURVEY OF PROPERTY FOR MAP OF NORTH BAYVIEW ROAD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M. # 1000-70-12-39.3 AREA OF PROPERTY - 63,302 SQUARE FEET AREA OF WETLAND - 3,362 SQUARE FEET 63,302 - 3,362 = 59,940 SQUARE FEET LOT COVERAGE - TO BE DETERMINED % OF LOT COVERAGE - TO BE DETERMINED ALLOWABLE 20% (GREATER OR LESS THAN) - TO BE DETERMINED SCALE 1" = 20'-0" INFORMATION TAKEN FROM SURVEY PREPARED BY PECONIC SURVEYORS, P.C. PO BOX 909 1230 TRAVELER STREET SOUTHOLD, NY 11971 NOW OR FORMERLY: LUCY B. & WILLIAM KUHL i L. 6.0' MON N TILITY D POLE Cn W E STK SET Z \ �,ru�IV IV —I N Is, \ REBAR ✓,q \ . \ A' \ � 19, Fio y I .p� SFo wATFR 0 RoT R<)000MSs�&4 � � YO001<iNGwCA . \ i i <iNF V A H� F \ •� .... pe4ic II 10IN' RO�OS TFR �, ' ,o/� r....., RENS A q x y ���� 300 (160f o,4 / 0; \ ` o \\\ \ �' ......�\ 6 SPIKE O.,V �� A �� ra� SET .� k�)2/0; O I A oQG< \ ZONE EL. 8 6 \ 7° \ cRFFk / coo RPA0.f'ARO STAKED_' LINE OF SHAY BALES EDGE OF WETLANDS AS DELINEATED BY SUFFOLK ENVIRONMENTAL CONISULTING INC. ON JULY 22, 2005 N82 53 N EL. 3.9' REBAR SET TIE LINE M. �1 �IIII�II�I'loll,1,�I�llill,I;Ill,i,ll�llillllllll,lll llll�,, I1� i,ll I,I� I,Illllll,llllil,lilil,ll, IIII I II, 1 l l,lllilli illi,Illlll,,llllll,ll,l,l,,lill,l, llill,ll,ll,li,l l,li Ilill,llill,llill�llil ll� lil,lll,l,li,llllli,l, V W II I, II,i II III 1 ,1 v 1'll�l�!ll�ll,l'llllllll a II�IIIl!VIII!II�III�I�,III'II�, I,II!III,III,�I,�I,,III�,I;IIIII,�II III,, il,ll�,l,li�,il, X11 X11 1 �1�, 11 111 a 'lllllcl�lc,ll, ll,l,ll ;,11,,1,111,,1,, OI 2 I�Illlll,llllllll�llllllll�ll�li�l�llillll,l �Illli,lllll,lll,lllllpllllllilll l,ll,l,,ll Z lillllillllilllli lllill o� III 111 l lI VIII N IIII II,I ll, 1, 11 ill I IIII 1111 1i 1 l,,1, 1, 1 'Il1�ll Illa 111,, „ ,111, I, 1 ,111.1 IIl�ll1�,I1, 1 1 I;I�IIIIII�I111,lll;l�,l�d, Illlllllll 11 l' Illll� ,111,1' PROPOSED SITE PLAN 00 rn 00 N 00 �z I� - 00 z rO M CD 0_ Q F_ 00 U U) U W � N 2 F- 0 — ry U— D' z Q� 20_' Oz =o za O� UQ O L0 North Bayview Road Southold, NY 11963 NOTES LINE OF WALL ABOVE - O LINE OF O DECK ABOVE O O LINE OF DECK ABOVE O LINE WALLABOVE ABOVE , FOUNDATION PLAN SCALE: 1/4" = T-0" FOUNDATION PLAN North Bayview Road Southold, NY 11963 NOTES CID rn Mill III I 00 N I'illl� 00 III >- III Z 11 11 11 ti 00 z O U M H W �a H II�Wi,II;I�l� IIIIIIIIIII 2 Mill a IIIIIIIIIIIUIIIII Mill IIIIIIIIIIII IIIIIIIII0 IIIIIIIIIIMill 111, 0 II �lilllliil �',ilII,II,II,II,I,II,I�I,II,II, U,II�I CIO . Q U G W I- N II IIII,I Q II'I� 2 , ,I, I- 11 Mill 11 ��' ��' ��' �� H 111 U II - I' �' �' � �' Mill ��' � Z Q � II,I II,I II,I II I, II,I II � I Q D Q II O dl dl l'rl 11111 M z o Z a ti FOUNDATION PLAN North Bayview Road Southold, NY 11963 NOTES ►1 FIRST FLOOR PLAN North Bayview Road Southold, NY 11963 NOTES zl� N � OD ' Z I� ao Z 11 NHill Hill Hill IWill Hill HIM O IIIUIIIIII MillHill Will M H � W` i 11 Hill r �I I I I II � 2 Hill I III Q _ la' 00 U a U G W F N O 111 11 Ili - * i 2 U I— � - Z Z a 1 0 1 111 HIM Qo IIII�I III a II IIII,III,�I�,��� III HIM 1 IIIIII Mill II1 F- 0 11 z O� aQ 0 ti FIRST FLOOR PLAN North Bayview Road Southold, NY 11963 NOTES zl� DM 1 3070 HALL 28 - 311 20 ' STAIR WT 33 DECK AREA e^ BELOW V I 2'-7" 4'-0 3/4" '/ -- •T-23/4" f / C I (, v------ RETAINING f 38,13 WALL____________ ------ -_-_____________ PARKING BELOW I I WALL --- _ - 2'-7"- -_ —4'-9 -1'-3" 2'-1" 10'-5" g - - - - -- -- - - - - -- 4 il4' STORAGE - — - - LAUNDRY - I STAIRHALL -- DECK AREA BELOW 7 12" COVERED ROOF B' -B 1/2" SECOND FLOOR PLAN rSCALE: 1/4" = 1'-0" T-4 11 7 1/2" J 71/2" 00 co rn CC) r N r 00 ' Z r I� ^ 00 Z r O M F" CD a D O0 U U H U W r H IN _ U — � Z Q cnQ � G✓ O Z I- O z I a O aQ 5_ 0 1- L0 SECOND FLOOR PLAN North Bayview Road Southold, NY 11963 NOTES I II f — — I I , 71/2" 00 co rn CC) r N r 00 ' Z r I� ^ 00 Z r O M F" CD a D O0 U U H U W r H IN _ U — � Z Q cnQ � G✓ O Z I- O z I a O aQ 5_ 0 1- L0 SECOND FLOOR PLAN North Bayview Road Southold, NY 11963 NOTES 00 rn 00 r N T 00 Z IWill Will ti p1,p� II ,11,1'1111 00 Z, ' O V I co H d W Q 2 V F— 11 � 1 a 0 O II U H Q U C W G N H ro orr„ CD� � � S/` lil l I I I I I I I I I l,lil l i li' IIi1 U G r�(� G^N9�2Pi,1,'i,1,1111 1, „1i1, o 592. oPMmE, ro Z C� �, �' `O �,2 yo IIII 11111111111111 i11 Q � Z 11111 ,111,1111111, Z 1 , x , , , 1 , 1 , o �.R Y5Rli �o „ 1 1 O ,1,,11, 1, 1, 1, Q 0 �r 4 / CO 11 � 1i�1, i 111 III I I I III I I III 111 I I III I I FZ- � � � � I � `� n > � ", o . 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DATE V GLAS$HAND�� 1 BUILDING DEPARTMENT SET 12413 III III III I, (III III VIII WITH MAHOGANY 2 REVISED BUILDING DEPARTMENT SET 3.8.13 RAILI TGpr,"WrFow,6First Floor Ele ahon:-0'-0" l a III IIIIIII Top of rade Block I II I I Elevati .-0'-3 3/4" T of Ledge Elevatlo :-1'-3 5/8" STUCCO EXPOSED STUCCO EXPO� S� � ^�` �Ly�l��4 FOUNDATION(o) C4 a = 4, FOUNDATIXEC i t " ��e r -.5 5 GARAGE STORAGF� �, 3'p *` r`�"ca, # L � "3 — *hL}+ ^+J r' "; ` V '� B rte ? =�riC �k North Bayview Road 11 Southold , NY 11963 3 8,13 _ To of Poured Concre Floor Slab 3.8.113 Elevali n. -g'-8 1/8" Bo of Footing Ul/ Elevation: 10'-101/8" � NOTES I ED ER A� I -c FIN cy T. - � yON �i2 Jt0. c � ➢ n� V;C , r 3as`� �Q� O NE�� 3 NORTH ELEVATION SCALE: 1/4" = 1'-0" Top of Roof Joists E I avahon 9 8 7� Top of Plate @ Se Elevation. -18'-B 1, Top of Elevate Top of Elevate Top of ElGvati Top of Poured Concrete Floor Slab Elevation: -9'-8 1/8" Bottom of Footing Elevation: -10'-10 1/8" l\, yt , rr, CD G OqO y '1 5X MAHOGANY CAP EPOM FLAT 6X MAHOGANY CAP - R OM FLAT - �e'r LCC FLASH BELOW - LCC FLASH BELOW H B ROOFING ROOFING I77777�ppppp "`Y�cj-----� \ 1>�C�'� �I I- I�IJill.J - J � J / F c � � E o � 01 �I I' 31 � O_ Z O O O I s O �O C \ o I c I `- l p a U� � 1Y� 33 pl,il111,1,111 42 5XMAHOGANYCAP '� O C III I, ' � O 1 � ' LCC FLASH BELOW 0 tlllpllll IIII II �I!,Irnl,i'il'iPI'', III I' III, 'III IIII I� EPDM FLAT ROOFING 1 � O Z iZ!I,q III III O �II ISI I , ITI II 12 1 ;III IIII 111111 IIII III it Ili I 1 0 EAST ELEVATION 00 SCALE: 1/4" = 1'-0" 00 EAST ELEVATION North Bayview Road Southold, NY 11963 NOTES 00 rn 00 N 00 '11'1l'11'11111 d' i' IpH 1,111111 Z f� - 00 Z O V M II II II II' 11 1=I W � m a H 'Iii � Bill i1'I I V � Q O O U V1 � 1'11'1111'11 I'IIi1 a U C GIIIIIIIIIIIN w H III III 0 11111111111 11111111111 — �# .Z 2 H U - L.1.. 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DJ @ 16"O.0 Ty PLANTING BEDS PLANTING BEDS PLANTING BEDS PA North Bayview Road e101\NG / NY 11963 FIRST FLOOR FRAMING PLAN Southold , SNGO�os / SCALE: 1/4u 11'-0" NOTES Piens are prepared by Condon Englneering,P.C, Itlsavlolabonofthe New York Slate Education Lew,Atlicle 145,Section 7209,forany person unless acflq under Me daetu n of a licensed Professional Engineer,Architect,or Land SuNeyor,toalterany Item In any way.If an Item bearing the seal of an Engineer,Archfac4 or Land Surveyor Is altered,the altering Englneer.Architect,or Land Surveyor shell affix to the Aem hlslher seal and the notahon'Altered by"fall by hlslher signature and the data of such alterations,and a specl8c description of the alteration. �, .CF'REp qRC POR y�r 33485 OQ4- PN 8 II IIII III 111111 ,III IIII III II III I Ill1ll 111 1, I III II III IIII III IIII II III III 11 Il 111111 III III (IIII III I I'1 I' Ili I'i I IIII II'Il' I VIII 11 I'll III III IIII1111�11111111111��1111 it 11 111�1�11111111111i1111111111i1111i 111'111111111111 I11111�1111111i111111111,1111 11'11111 I'1�1, I III III I``II II IIII II III II II II IIII IIII IIII II I r 111111 IIII III IIII III U 1111111111111111111111 �1i LU 11111 l�rlll1 Ilillillillillllillllilllllilll � 11111111111i111111i1 111111111i1111i1111i1111 � '1111111'11111'1111'1111111111 1'111 I I III 1= 1 1111111 I I III I I 11'1111 111' 11 1111,11 11 11 1II11111III11 U 1 �111I11111 111111111111111111111111 111 11,,11111,111'111 1 Q 111111111 1 111111111111 111 111 11 1111,111 11111,1111111 /� 111'111 V / 11111111111 111 Q111111 111 O111111111111111111 i 111 11 111 i 1111' 1111111 111111 1111111111111111111111111 00 rn 00 r N r 00 r Z ti 00 Z M O C d F- Q _ F- O0 U U F- U W r N 2 U F- Z Q D N 0 _0 zF- a O� �Q 0 SECOND FLOOR FRAMING North Bayview Road Southold, NY 11963 NOTES Plans are prepared by Condon Englnsering, P.C. Itis a violatlon of the New York Slate Education Law, ANde 145, Sector 7209, for any person unless acting under the direction of a licensed Professional Englneer, Architect, or Land Surveyor, to eller any Item In any way, if an Item basing the seal of an Englneer, Architect, or Land Surveyor is altered the altering Englneer, Architect or Land Surveyor shall affix to the Item his/her seal and the needed 'Altered by" hallowed by his/her sign ure and the date of such alterations, and a specific description of the d erallon, 111I11�1'lllllllllll II r I U lig ,fill WMil Illsit I�IIIIII� l� U llllllllllli11 Will 11 ll'I alit Hill IIIIIII VIII N QII�IIIII III`i;ll�l' �,IIIIIIIIIII II III IIIIIIIIIIIIIiII II1''Ill'II I1'' Q IIilllllII I�l'I II'I II I'I II I II IIIIIIIIIIIIIIIIIII7 IIIIIIIWill l il' 1i l Illlllllllllll�l!Illlllllllllllllllllllllllllll li I' l� I�IIII'IIII'11'II'II1'�I1'I 11 I I'll�l'll�llll'I'I'll�llll�llll'llll�lll 'II�IIIII III�IIII�IIII till lip III'III II I r I I llll11111'II ldi;P'dl III I Iplll'Ip ROOF FRAMING 00 m rn 00 N r 00 r z I� ^ 00z �O c+) F - co CL F- Q � 2 F- � 2 00 U U U W r N 2 U ~ z Q � U Q 0z 20 za O� UQ � 2 0 North Bayview Road Southold, NY 11963 NOTES Plans are prepared by Condon Englneering,PC, It is a vlolatlon offhe New York State Education Law, Ardcle 145, Secllon 7209, for any person unless acting under the direction ofa licensed Pmfesslonal Engineer, Architect, or Land Surveyor, to alter any Item In any wey, If an Item bearing the seal of an Ethel, Architect, or Land Surveyor Is altered, the altering Engineer, Architect, or Land Surveyor shall affix to the tem hlstrer seal and the intetlos Wered by"follawed by hlslher signature and the dote of such alterations, and a speclta descdptlon of the alteration Tobhlc rz 1 Nailinn Crhadtdt= (Wood Framed Construction Manual 1995 SBC High Wind Edition, Page 110) Joint Description Number of Nails Nail S acing ROOF NAILING 51/2" X 91/2" POWERBEAM Rafter to Top Plate (Toe -nailed) 4 - 8d per rafter Ceiling Joist to Top Plate (Toe -nailed) 4 - 8d per joist Ceiling Joist to Parallel Rafter (Face -nailed) 8-11 each lap Ceiling Joist Laps Over Partitions (Face -nailed) 8-16d each lap Collar Tie to Rafter (Toe -nailed) 2-10d per tie Blocking to Rafter (Toe nailed) 2 - 8d each end Rim Board to Rafter (End Nailed) 2 -16d each end WALL FRAMING Top Plate to Top Plate (Face -nailed) 2 -16d (1) per foot Top Plates at Intersections (Face -nailed) 4 -16d joists - each side Stud to Stud (Face -nailed) 2 -16d 24" o.c. Header to Header (Face -nailed) 16d 16" o.c. along edges Top or Bottom Plate to Stud (End Nailed) 2 -16d per 2x4 stud 3 -16d per 2x6 stud 4 -16d per 2x8 stud Bottom Plate to Floor Joist, Band Joist, End joist or Blocking (Toe -nailed) 2 -16d (1,2) per foot FLOOR FRAMING Joist to Sill, Top Plate or Girder (Toe -nailed) 4 - 8d per joist Bridging to Joist (Toe -nailed) 2 - 8d each end Blocking to Joist (Toe -nailed) 2 - 8d each end Blocking to Sill or Top Plate (Toe -nailed) 3 -16d each block Ledger Strip to Beam (Face -nailed) 3 -16d each joist Joist on Ledger to Beam (Toe -nailed) 3 - 8d per joist Band Joist to Joist (End -nailed) 3.16d per joist Band Joist to Sill or Top Plate (Toe -nailed) 2 -16d (1) per foot ROOF SHEATHING Structural Panels 8d (Detail sheets) CEILING SHEATHING Gypsum Wallboard 5d coolers 7" edge 110" field WALL SHEATHING Structural Panels 8d 6" edge 112" field Gypsum Wallboard 5d coolers 7" edge / 10" field FLOOR SHEATHING Structural Panels 1" or less 8d ::'members 6" edge / 12" field (1) Nailing requirements are based on wall sheathing nailed 6" on -center at the panel edge. If wall sheathing is nailed 3" on -center at the panel edge to obtain higher shear capacities, nailing requirements for structural shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. (2) When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to be reduced to 1 -16d nail per foot. SIMPSON BEAM HANGER SCHEDULE: BEAM TO WOOD HANGER 31/2" X 91/2" POWERBEAM H11US410 51/2" X 91/2" POWERBEAM HGUS5.62/10 7" X 91/2" POWERBEAM HGUS7.25/10 31/2" X 117/8" POWERBEAM HHUS410 51/2" X 117/8" POWERBEAM HGUS5.62/12 7" X 117/8" POWERBEAM HGUS7.25/12 BEAM TO STEEL BEAM HANGER 31/2" X 91/2" POWERBEAM 51/2" X 91/2" POWERBEAM 7" X 91/2" POWERBEAM 51/2" X 11 7/8" POWERBEAM 31/2" X 117/8" POWERBEAM 7" X 117/8" POWERBEAM GLTV3.59 GLTV5.59 GLTV49.5-2 GLTV3.511 HGLTV5.511 HGLTV411.88-2 Framing Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. Wood Framing 1. All lumber is to be No. 2 or better Douglas Fir Larch (N) with the following minimum specifications: Fib = 825 psi Fv = 95 psi Fc perp = 625 psi E =1,600,000 psi 2. All Laminated Veneer Lumber is to have the following minimum specifications: Fb = 2,900 psi Fv = 290 psi Fc perp = 650 psi E = 2,000,000 psi 3. All Laminated Structural Lumber is to have the following minimum specifications: Fb = 2,800 psi Fv = 290 psi Fc perp = 740 psi E = 2,100,000 psi 4. All treated lumber is to be No. 2 or better Southern Yellow Pine with the following minimum specifications: Fb = 975 psi Fv =175 psi Fc perp = 565 psi E =1,600,000 psi 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance with the manufacturer's specifications. s 6. All TJI's are to be installed in accordance with the manufacturers specifications and shall include quash blocking and web stiffeners at bearing points on girders and other load bearing areas. 7. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless steel. Designated connectors, strap etc. on these drawings are made by Simpson unless indicated otherwise. All connectors, straps etc. are to be nailed/bolted in accordance with the manufacturers specifications. B. All floor sheathing is to be 2y32 inch AC type plywood, tongue and groove, with an APA span rating of 48124. Floor sheathing shall be glued and screwed to the floor joists ( 6" O.C. edges and 12 " O.C. field). 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d common nails 6" O,C. edges and 12" OC field. 10. Solid blocking is to be installed every 8' max or mid span of all floorjoists with spans exceeding 8'. 11. Double joists are to be installed below parallel walls. 12. Blocking is to be installed at all point load bearing points. 15. Walls are to be framed with 2x6 inch studs spaced 16 inches O.C. unless indicated otherwise on architectural plans. 16. Floorjoists to be TJI 560 11 718" and are to be Installed in accordance with the manufacturer's specifications. 17. All joist and beam hangers and fasteners used on the exterior are to be Simpson Type 304 or 316 Stainless Steel. 18. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. Steel 1 - All steel is to be ASTM Specification A-36 2 - All bolted connections are to be made with A-325 bolts. 3 -%" web stiffeners are to be installed at all point load bearing points and over all column supports. 4 - Square / rectangular / round columns are to be ASTM Specification A500. 5 - Unless indicated otherwise, all columns and beams are to be welded. 6 - The flanges of all beams within or above and below parallel walls are to be drilled with 1/2" fid bolt holes to enable the steel to be secured to the framing. 7 - All welded connections are to be done by a certified welder and conform to AWS and AISC standards. 8 - All weld joints are to use E70XX electrodes. 9 - All girder splices are to be made above columns. 10 - Steel is to be prime coated. 11 - All steel located on the exterior to be galvanized or stainless steel. Foundation Notes: The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to construction. 1 - All concrete 3,500 psi after 28 days minimum. 2 - All rebar ASTM A-615 Grade 60. Pile Notes: 1 - The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of the Engineer prior to constructiion. 2 - 10 inckh diameter CCA treated piles. Notch piles to create shelf for wales. Pilles are not to be notched more than 50% of cross section. Double bolt each pile with 3/4 inch hot dipped galvanized ASTM 307 bolts, nulls and washers. 3 - All piles are to have a minimum bearing capacity of 15 tons unless otherwise noted on the plans. The pile contractor is to provide the Engineer with a copy of the pile installation log indicating pile length and bearing capacity. 4 - Pile diepth must be a minimum of 10 feet below mean sea level. 5 - Piles are to be driven to within 3 inches of the locations indicated on this drawing. 6 - All wales, tie beams, and braces are to be CCA treated No.2 Yellow Southern) Pine. 7 - All floor joists are to be secured to all wales with Simpson H2.5 hurricane ties. 8 - Treat all drill holes and end grains in the ends of knee braces that extend below grade with wood preservative. Design Loads: - Roof -Live Load - 30 psf Based on ASCE-7 and Pg = 20 psf per Figure R301.2(5) - Dead Load -15 psf - 2nd Floor - Live Load - 40 psf - Dead Load -15 psf -1 st Floor - Live Load - 40 psf - Dead Load -15 psf - Wind Loads -120 mph -ASCE-7 qh = 35.0 psf (Exposure D) Roof C&C Loads: -40,3 psf (Zone 1) - 62.0 psf (Zone 2) - 86.5 psf (Zone 3) Wlall C&C Loads: - 39.3 psf (Zone 4) - 47.1 psf (Zone 5) TIHIS BUILDING IS DESIGNED AS AN ENCLOSED S-TRUCTURE. Design Criteria - NYS Residential Code R301.2.1.1 and utilized the methods and procedures stipulated in Chapter 2 Engineered Design and Chapter 3 Prescriptive Design in the American Forest and Paper Association Wood Frame Construction Manual for One and lrwo Family Dwelling Units - High Wind Addition and ASCE 7. a 0 DESIGN CRITERIA 00 (0 rn 00 N r 00 _ Z ti - 00 Z �O M I'" co a F- Q F- 00 UCJ) H � W F_ N 2 U~ rZ Z Q � C0 Q 0 OZ O Z- F Z � O� c O L0 North Bayview Road Southold, NY 11963 NOTES Plans are prepared by Condon Engineering, P.C, Itlsavlolationofthe New York State Education Law, Article 145, Senior 7209, for any person unless acdng under Me dlrecflon of a Ilcensed Professional Englneer, Architect, or Land Surveyor, to alter any Item In any way, If an Item bearing the seal of an Englneer, Archil or Land Surveyor Is altered, the .1fi gEnglneer,Architect, or Land Surveyor shall affix to the Item hislher seal and the notation "Altered by" followed by his signal and the data of such alterations, end a speditc descriptor of the altere0on. 2X6 WALL STUDS 16" 0 2X12 RIM JOIS' COPPER TERMITE SHIELD GRADE (SLOPE AWAYFROM BUILDING 2% MIN. 16 FROM BUILDING) 2X4 KEY WITH BENTONITE TAPE WATER STOP 'at 518" 0 X 12" LONG GALV, ANCHOR BOLTS AT 28" D.C. MAX, 12" MAX, FROM CORNERS WITH SIMPSON SPS518-3 WASHER 2X12 FJ @ 16" OC OR 2X8 ACO SILL WITH SILL SEAL (2) NO, 5 HORIZONTAL REBAR - SEE FOUNDATION NOTES EXPANSION JOINT AND JOINT SEALER r 6X6-W1,4XW1.4 WWM o 10 MIL POLYETHYLENE VAPOR RETARDER L COMPACTABLE GRANULAR FILL 20" (3) N0.5 - 66 KSI REBAR TYPICAL FOUNDATION WOOD FLOOR DETAIL SCALE: 112" =1'-0" ISI, 5" MIN. (SEE PILE NOTE 2) 10" ED BOLTS WALE AND PILE BOLTING DETAILS TYPICAL SCALE: 112" =1'-0" ISOLATE PILE FROM DURING HSS4 X4 X114,3116 HSS 4 X4X3180R HSS4 X4 X112 STEEL BASE PLATE 2- 314" 0 ANCHOR BOLTS ------ J-_9 X114 (BOLT TO PLATE) 13" 2-314"O ANCHOR BOLTS UN ER PLATE ~ 2„ 314" STEEL PLATE Bp STEEL COLUMN BASE PLATE AND ANCHOR BOLT DETAIL AT FOUNDATION WALLS SCALE 1"=1'-0" HSS4 X4 X114, HSS 4 X 4 X 318 OR HSS4 X4 X112 314" STEEL BASE PLATE 3116 314" 0 ANCHOR BOLTS ° ve—N 114 (BOLT TO PLATE) 2 - 3/4'0 ANCHOR BOLTS BP STEEL COLUMN BASE PLATE AND ANCHOR BOLT DETAIL AT FOUNDATION CORNER SCALE: 1" =1'-0" (2) 412 4 BREAKAWAY WALL 6 CCA WOOD PILE BREAKAWAY WALL BASE HAUNCH DETAILS Sol inch =1 fl. TYPICAL STEP FOOTING DETAIL SCALE: 112" =1'-0" AT BLOCKING 518" THREADED ROD AT //--EACH (3) X6C L. '1\ 0 1 " 46 Knee Braces TRIM JOIST TIE BEAM 10" Pile PILE BRACINVG NOTE: THE 4X6 KNEES BRACES MAY BE SUBSTITUTEED WITH 4X8 BRACING DIRECTLY FFROM PILE TO PILE. LOCATIONS �TO BE APPROVED BY THE ARCHITTECT. TYPICAL PILE BRACING DETAILS Scale Y Inch =1 fl. TYPICAL DETAILS rn 0 T N T 00 Z r ti - 00 Z r 0 M � H a C � G 00 U H U W T IN U - L 1_ Z Q CQ �NN G LL 0 Z 0 Z I..L 0 --D = O Ill L0 North Bayview Road Southold, NY 11963 I NOTES I Plans are prepared by Condon Engineering, P.C. Itis avlolalion of Ne Newyork Slate Education Lew, Arlide 145, Secllan 7209, farany person unless acting under the direction of a licensed Pmfesslonal Engineer, Architect or Land Surveyor, to eller any Item In any way, If an Item beading the seal of an Engineer, Architect, or Land Surveyor Is altered, the altering Engineer, Architect, or Land Surveyor shall affix to the Item his/her seal and the notation "Altered by" followed by hlslher signature and the dale of such allera lona, and a specific descrlptton of the alteration T UTILII BLE 1 L, NICHES O.C. J.) RETE TABLE 1A. TOTAL REQUIRED NUMBER OF GALVANIZED COMMON NAILS (DIVIDED EQUALLY BETWEEN TOP AND BOTTOM) FOR WOOD -FRAMED BREAKAWAY WALL CONFIGURATIONS WITH 8 FOOT PILE SPACING, BREAKAWAY WALL HEIGHT (FEET) 6 7 8 9 NAIL SIZE 80 10D BD 10D BD 10D 8D 10D NAILS REQUIRED 18 12 22 14 24 16 28 18 TABLE 1 B. TOTAL REQUIRED NUMBER OF GALVANIZED COMMON NAILS (DIVIDED EQUALLY BETWEEN TOP AND BOTTOM) FOR WOOD -FRAMED BREAKAWAY WALL CONFIGURATIONS WITH 10 FOOT PILE SPACING. BREAKAWAY WALL HEIGHT (FEET) 6 7 8 9 NAIL SIZE BD 10D 81) 10D 81) 10D BD 10D NAILS REQUIRED 24 16 28 18 32 20 34 24 TABLE 1 C. TOTAL REQUIRED NUMBER OF GALVANIZED COMMON NAILS (DIVIDED EQUALLY BETWEEN TOP AND BOTTOM) FOR WOOD -FRAMED BREAKAWAY WALL CONFIGURATIONS WITH 12 FOOT PILE SPACING, BREAKAWAY WALL HEIGHT (FEET) 6 7 8 9 NAIL SIZE 8D 10D BD 10D BD 10D BD 10D NAILS REQUIRED 28 18 32 22 38 24 42 28 REQUIRED 2X4 STUD SPACING (INCHES) AND WOOD BREAKAWAY WALL HEIGHTS (STUD GRADE) 120 MPH DESIGN WIND SPEED PER ASCE 7.05 STUD GRADE CONSTRUCTION GRADE NO.2 GRADE STUD SPACING FOR 6 -FOOT WALL HEIGHTS 16 24 24 STUD SPACING FOR 7 -FOOT WALL HEIGHTS 16 16 24 STUD SPACING FOR 6 -FOOT WALL HEIGHTS 12 16 16 STUD SPACING FOR 9 -FOOT WALL HEIGHTS X 12 12 TOTAL REQUIRED NUMBER OF 10D GALVANIZED COMMON NAILS (DIVIDED EQUALLY BETWEEN TOP AND BOTTOM AND EVENLY SPACED) FOR WOOD -FRAMED BREAKAWAY WALL CONFIGURATIONS (DESIGN WIND SPEED = 120 MPH) BREAKAWAY WALL HEIGHT (FEET) 6 7 8 9 NAILS REQUIRED FOR B -FOOT PILE SPACING PO 22 26 30 NAILS REQUIRED FOR 10 -FOOT PILE SPACING 24 28 32 36 NAILS REQUIRED FOR 12 -FOOT PILE SPACING 30 34 38 44 NOTE: 1. ARCHITECT ANDIOR ENGINEER TO BE NOTIFIED IF ANY CHANGES ARE MADE TO THE BREAKAWAY WALLS, ANY BREAKAWAY WALLS NOT CONSTRUCTED IN ACCORDANCE WITH THESE DETAILS WILL NOT BE ACCEPTABLE. 2. BREAKAWAY WALLS TO MEET ALL FEMA AND LOCAL, STATE CODES AS APPLICABLE. 3. UTILITIES ARE NOT PERMITTED TO PASS THROUGH BREAKAWAY WALLS. 4. PROVIDE SEPARATION JOINT AT SIDING AND SHEATHING TO LIMIT DAMAGE ABOVE SFE. BREAKAWAY WALL DETAIL 4—INCH WID UTILITY BLOCKOU GAP— BEAM y�_< --PERMANENT 2X4 NAILER ALTERNATE BREAKAWAY WALL DETAIL 1-1 1-111 LAATH FOR HOUESE WALL CONESTRUCTION BREEAKAWAY COPNSTRUCTION BREAKAWAY WALL FRAMIING MEMBER: VERTICAL FOUNDIATION MEMBI BREAKAWAY WALL SHEI LATH FOR BREAKAWAY STUCCO OR WOOD COVERED HOUSE WALL ER TABLE 4 'PICAL) SPACING PER TABLE 3) 3/4" STEEL PLATE STL. BEAM YPICAL) POCKET AND PLATE WIDTH BEAM WIDTH + 1" MIN. CONCRETE HAUNCH HAUNCH WATERTIGHT SEPARATION JOINT AT BOTTOM OF LOWEST HORIZONTAL STRUCTURAL MEMBER IN ACCORDANCE WITH LOCAL CODES I STUCCO, LATH AND L SHEATHING DISCONTINUES AT SEPARATION JOINT STUCCO OR WOOD COVERED BREAKAWAY WALL SECTION AA SEPARATION JOINT 1WAY WALL FRAMING MEMBERS AL FOUNDATION MEMBER BREAKAWAY WALL SEPARATION JOINT DETAIL BETWEEN SHEATHING AND WALL COVERING N.T.S. 3" 3/4" STEEL BASE PLATE FORM OUT FULL WALL FOR COLUMN BASE PLATE BEYOND BEAM POCKET STL. BEAM 3/4" X 4" BEARING PLATE NON SHRINK GROUT 1A IAR FORM OUT FULL WALL FOR COLUMN GROUT OPENING AROUND BEAM END SOLID AND FLUSH WITH FOUNDATION WALL (2) 5/8"0 X 6" GALV. ANCHOR BOLTS POCKET AND PLATE WIDTH BEAM WIDTH + 1" MIN. FOUNDATIONI STEEL BEAM POCKET AT STEEL COLUMN DETAIL SCALE: V = V-0" 00 co rn IIIIIII III III, II � r r III II II /EXTERIOR SHEATHING BUILT—UP 2X4/ FRAMING AILS P -16D TOE NAILS T` BREAKAWAY 2X41 ----BREAKAWAY 2X4 (T • r Z IIIIIIIIIII Ili II II '111111 I� ^ II II Oo Z I r ` I V I T M o r W CO y�_< --PERMANENT 2X4 NAILER ALTERNATE BREAKAWAY WALL DETAIL 1-1 1-111 LAATH FOR HOUESE WALL CONESTRUCTION BREEAKAWAY COPNSTRUCTION BREAKAWAY WALL FRAMIING MEMBER: VERTICAL FOUNDIATION MEMBI BREAKAWAY WALL SHEI LATH FOR BREAKAWAY STUCCO OR WOOD COVERED HOUSE WALL ER TABLE 4 'PICAL) SPACING PER TABLE 3) 3/4" STEEL PLATE STL. BEAM YPICAL) POCKET AND PLATE WIDTH BEAM WIDTH + 1" MIN. CONCRETE HAUNCH HAUNCH WATERTIGHT SEPARATION JOINT AT BOTTOM OF LOWEST HORIZONTAL STRUCTURAL MEMBER IN ACCORDANCE WITH LOCAL CODES I STUCCO, LATH AND L SHEATHING DISCONTINUES AT SEPARATION JOINT STUCCO OR WOOD COVERED BREAKAWAY WALL SECTION AA SEPARATION JOINT 1WAY WALL FRAMING MEMBERS AL FOUNDATION MEMBER BREAKAWAY WALL SEPARATION JOINT DETAIL BETWEEN SHEATHING AND WALL COVERING N.T.S. 3" 3/4" STEEL BASE PLATE FORM OUT FULL WALL FOR COLUMN BASE PLATE BEYOND BEAM POCKET STL. BEAM 3/4" X 4" BEARING PLATE NON SHRINK GROUT 1A IAR FORM OUT FULL WALL FOR COLUMN GROUT OPENING AROUND BEAM END SOLID AND FLUSH WITH FOUNDATION WALL (2) 5/8"0 X 6" GALV. ANCHOR BOLTS POCKET AND PLATE WIDTH BEAM WIDTH + 1" MIN. FOUNDATIONI STEEL BEAM POCKET AT STEEL COLUMN DETAIL SCALE: V = V-0" TYPICAL DETAILS North Bayview Road Southold, NY 11963 I NOTES I Plans are prepared by Condon Engineering, P.C. It Is a vu latlon of the New York State Educatlon taw, Arthele 145, Sacdon 7209, for any person unless acting under the dlreo0on of a Ilcenaed Pmfesslonal Engineer, Architect, or Land Surveyor, to alter any Item In any way. If an Item beadng the seal of an Engineer, Arehltect, or Lend Surveyor Is altered, the altering Engineer, Archltecl, or Land Surveyor shall off to the Item hlslher seal and the notation "Altered by" fell by Mother signature and the date of such zlteretlons, and a speclflc descrlptlon of the alteration 00 co rn IIIIIII III III, II � r r III II II 00 III I VIII IIII • r Z IIIIIIIIIII Ili II II '111111 I� ^ II II Oo Z I r ` I V I T M o r W CO �- I H r. IIIII Hill Q V �/ 1.6 IIIIII a VIII 0 I lel, I U � N V I I I I I I I I Q U CC G III W r N IIIIIII1I- 0 2 IIIIIIIIII 11lllil U — IIIIIII Z III1 Z Illl�lllillll'll Q 11 I O II�Illl� Il Q 0 I N a 111'1111, l I Il�llllll'lllll II 1' I o Z O I III I I III I I Ilei I II1'lll�llll'lll�lll' Z d I Illi 11 lillil�,llil IIIIII I I ill 0 II111 III I I I III,II III�I III I I I I I I I I I I I I I 1111111111IIIIIIII1111'I Q= O ti Lfl TYPICAL DETAILS North Bayview Road Southold, NY 11963 I NOTES I Plans are prepared by Condon Engineering, P.C. It Is a vu latlon of the New York State Educatlon taw, Arthele 145, Sacdon 7209, for any person unless acting under the dlreo0on of a Ilcenaed Pmfesslonal Engineer, Architect, or Land Surveyor, to alter any Item In any way. If an Item beadng the seal of an Engineer, Arehltect, or Lend Surveyor Is altered, the altering Engineer, Archltecl, or Land Surveyor shall off to the Item hlslher seal and the notation "Altered by" fell by Mother signature and the date of such zlteretlons, and a speclflc descrlptlon of the alteration 1/2" WEB STIFFENER 3 vi 16 STIFFENER If PLATE TYPICAL EXTERIOR WALL STEEL COLUMN TO STEEL COLUMN DETAIL 1/2" WEB STIFFENER TJI FLOOR UNTRIEA SCALE: 2" = V-0" NOTE: UNLESS INDICATED OTHERWISE, ALL INTERIOR COLUMNS ARE TO BE BOLTED TO STEEL GIRDER: ?" BOLTS AND ALL PERIMETER COLUMNS i TO BE WELDED. 311 6 /2" O BOLTS /2" WEB STIFFENER BEAM 1/2" 0 BOLTS 1/4" STL. PLATE TYPICAL INTERIOR STEEL COLUMN TO STEEL BEAM COLUMN DETAIL SCALE: 2" _ 11-011 GLUMAN FOUNDATION POCKET DETAIL NOT TO SCALE aTION DETAILS )RMATION Ow Ol .KON z- ag� swum WaIII m aC0 4da ISM 3/4" X 4" BEARING PLATE NON SHRINK GROUT d 4 a 4" 0 IM GROUT OPENING AROUND BEAM END SOLID AND FLUSH WITH FOUNDATION WALL (2) 5/8 " 0 GALV. ANCHOR BOLTS POCKET AND PLATE WIDTH BEAM WIDTH + 1" MIN. (SEE PLAN FOR BEAM SIZE) FOUNDATION STEEL BEAM POCKET DETAIL TJI FLOOR JOISTS C NOT TO SCALE v v d a 4 112" MIN. AIR GAP REQUIREID ° AT END AND SIDESI a /4" BEARING PLATE a 4 CKET WIDTH BEAM Wl + 14 MIN. ° a ,(SEE PLAN FORPEAM WIDTH)) d 1111 11 1 111 111 1 1111 iiiiiiiii Hill IIIIIII IIIIIIIIIIIIIII d T T 11 1 11 Mill IIII 11111 00 11111 11 I IIII�I �I CI' a d I Hill 11 11 T Z 3/4" X 4" BEARING PLATE NON SHRINK GROUT d 4 a 4" 0 IM GROUT OPENING AROUND BEAM END SOLID AND FLUSH WITH FOUNDATION WALL (2) 5/8 " 0 GALV. ANCHOR BOLTS POCKET AND PLATE WIDTH BEAM WIDTH + 1" MIN. (SEE PLAN FOR BEAM SIZE) FOUNDATION STEEL BEAM POCKET DETAIL TJI FLOOR JOISTS C NOT TO SCALE v v d a 4 112" MIN. AIR GAP REQUIREID ° AT END AND SIDESI a /4" BEARING PLATE a 4 CKET WIDTH BEAM Wl + 14 MIN. ° a ,(SEE PLAN FORPEAM WIDTH)) d 1111 11 1 111 111 1 1111 iiiiiiiii Hill IIIIIII IIIIIIIIIIIIIII 11 11 1 111 00 N111111 T T 11 1 11 Mill IIII 11111 00 11111 11 I IIII�I �I CI' � I Hill 11 11 T Z co li, Z 11 11LHill ■11 . T O U M I— iiiiiiiiiiiiW Hill lIill CO d I � I i H z> IIIIIIIIIII Mill III I a _ U III, D QO III Mill O U Q U G W T N O I 2 F- Iill,illllll,lilll,lllll�lllll, �"' U - liililililllllillill�lllillll Of Z Q� 0 III �II,IIII�,!III,IIII,IIIII�,I�,III�II,II,,'IIIIII,II C I�IIII,I;,l�llll�,�l,�'I�I�II,I�I,;�IIIII�II,IIIIII,!�I�,II, a ,III�I� , ;0VIII;; SII „II Z II �II�IIIIII F- O I�II�IIII Z H I'III�II!I'Ill�i OC IIII,IIIIII,IIIIIII,II G II'�II1I�11��'lllll�'I�II�IIII�'� I I VIII IIII o If - LO TYPICAL DETAILS North Bayview Road Southold, NY 11963 I NOTES I Plans are prepared by Condon Engineering, P.C. It Is a violation of the New York Slate Education Lew, Article 145, Section 7209, for any parson unless acting underthe direction of a licensed Professional Engineer, Archllect, or Land Surveyor, to alter any [tam In any way. If an Ilam basing the seal of an Engineer, Architect, or Land Surveyor is against, the altering Engineer, Arc ltacl, or Land Surveyor shall affix to the Item his/her asst and the natation "Altered by" followed by Mather signature and the data of such alleratlons, and a spadflc descripllon of the alteration. F-] 4" CAST IRON F7 4" CAST IRON lH ROOF 4" CAST IRON TO AN APPROVED SUFFOLK COUNTY HEALTH DEPARTMENT SEPTIC SYSTEM STORAGE AREA 1/T SPACING ALLOWS SIMPSUN b I KUNG I It L;UKNtK h1UL000VVIV Y1Ut5fi CORNER HOLDDOWN FOR SHEAR SANITARY RISER SCHEMATIC SCALE: NOT TO SCALE 2x4 Continuous lateral brace @ 6' o.c. 2-10d nails 5d Cooler Nails @ 10" o.c.. 2x4 Block nailed to each brace with 4-10d nail is Gypsum Bogard 20 Gage Strap 5d Cooler nails 7" co.c. 10-8d nails End wall studs CEILING IBRACING GABLE END WALL NOT TO SCALE Ceiling joist with blocking HT: SIMPSON STRONG TIE BP USE (1) BP CONNECTOR AT EACH ANCHOR BOLT (ANCHOR BOLTS @ 48" O.C. - SEE FOUNDATION DETAILS) SIMPSON STRONG TIE HTS20 USE "SIMPSON" HTS20 CONNECTOR AT EACH RAFTER TO STUD / HEADER CONNECTION STUD 0 01 HURRICANE DETAILS North Bayview Road Southold, NY 11963 NOTES Plans are prepared by Condon Engineering, P.C. It Is a ulolatlon of the Nov; York State H6 Education Lew,Addis 145, Section 7209, for any person unless acting under the direction of a licensed Professional Engineer, Architect, or Land Surveyor, to alter any Item In any way, If an them beadng the seal of an Engineer, Architect, or Land Surveyor Is Q altered, the altering Engineer, Architect, or Land Surveyor shall affix to the Item hlslher seal and the notation "Altered by' followed by hlslher signature and the data of such O alterations, and a specific description of the alteration am RIM JOIST mm 0 o LTP4 0 0 o m 0 0 / SILL o PLATE SIMPSON STRONG TIE H6 AND LTP4 USE (1) H6 CONNECTOR EVERY OTHER STUD AND (1) LTP4 @ 16" O.C. 0 r 1,11,1 N r 00 � � III I IIII1,11IIII IIi�1,I1I'I1111111,11 r Z IIS IHIIII ao Z r O I'iI11i11i11i11iIi11l1Ii V M H W LL r IIII'Ilil'11 F— 1 2 Q 2 � 1 NN ,1111 II � Q Ill 111111 IIIIIIYIII 11 0 O 11111 �' 11 111111,11111 1�' 11',11' �1 U 1,1111 I,I11I I,IIIIII I F- ILII 1 II II G LU W H r N I I,I I11, H 1 U - 111Ii,' 1111' 1I11I' 1 cr_ Z Z 111 Q I 111,1111, 0 II 111 � 11111111 ,III Q � Q Q -i 11 2 z F- O 111, z F- 111;1,1' O ;111'11,1111111111111111111111111111111''1111111111'1111 002- U 2 11,1111111,111111 Q Q 1 1111 � 2 0 r - L0 HURRICANE DETAILS North Bayview Road Southold, NY 11963 NOTES Plans are prepared by Condon Engineering, P.C. It Is a ulolatlon of the Nov; York State H6 Education Lew,Addis 145, Section 7209, for any person unless acting under the direction of a licensed Professional Engineer, Architect, or Land Surveyor, to alter any Item In any way, If an them beadng the seal of an Engineer, Architect, or Land Surveyor Is Q altered, the altering Engineer, Architect, or Land Surveyor shall affix to the Item hlslher seal and the notation "Altered by' followed by hlslher signature and the data of such O alterations, and a specific description of the alteration am RIM JOIST mm 0 o LTP4 0 0 o m 0 0 / SILL o PLATE SIMPSON STRONG TIE H6 AND LTP4 USE (1) H6 CONNECTOR EVERY OTHER STUD AND (1) LTP4 @ 16" O.C. NAILING SCHEDULE JOINT DESCRIPTION NAIL SIZES NAIL SPACING ROOF FRAMING Raker to To Plate Toe -nailed P ( ) 3 -ad P erraker CeilingJoist to To Plate (Toe -nailed) p (T 1 3-Btl er Dist P 1 Ceilin Joist to Parallel aka Fe(Fa a etl B Rafter n II ) S B led each lap Cellar Joist Laps over PeRlbons(Face-nalletl) -Bit each lap Collar Me tu Rafter (Face-nalletl) 2 2. Bit per da Rafter ((Toe -nailed) 2-Btl each end RIMBoard Rim Board to Raker (End-nalletl) 2-ietl each end WALL FRAMING Top Plate to Top Plate Eace-nalletl) 2 -led ' per foot Top Plates at Intersections (Face -nailed) 4 - ietl joints -each side Stud to Stud (Face-nalletl) 2 - ted 24" o.c, Header to Header(Face-palled) ietl 16" CC along edges Top or Bottom Plate to Stud(End-nailed)2-led per 2x4 stud 3 -led per 2x6 stud 4-IBit per as stud Bottom Plate to Floor JGlst,Bandjolet, Endjolst or Blocking(Face pelted) 2-1Bit ''' per foot FLOOR FRAMING Joist lO Sill, Top Plate or Girder (Toe -nailed) 4-Btl per joist Bddging to Joist(Toe-nalletl) 2 -Bit each end Blocking to Joist(Toe-nalletl) 2-Btl each end Blocking to all or Top Plate (Toe-nalletl) 3 -led each black Ledger Strip tG Beam(Face-nalletl) 3 -led each joist Joist on Ledger to Beam (Toe -nailed) 3 -Bit Parjolst Band Joist to Joist(End-nelled) 3 -led per joist Band Joist to Sill or Top Plete(Toe-nalletl) 2-1Sd ' Defeat ROOF SHEATHING Structural Panels Btl 4" o.e, perimeter zone other 6" Go. edges of panel, 12"o,c Interior Diagonal BoardSheathing1" of panel 1"x x 8"ng er 3-Btl per support 10" or 1"x10"ar wider i 3-Btl per auppad CEILING SHEATHING Gypsum Wallboard Btl 7"edge l 10" held WALL SHEATHING Structural Panels Bit (sea table 3a) Fiberboard Panels 7116" so 3"same /B"said 25132" Bd Yedge 16" field Gypsum WailboeN 5tl 7"edge 110" Paid HerdboeM so (aee table 3, 9) Perticlatest Panels Oil (see table 3 B) Ol.gan.l B..me Sheathing 1"x8"ort"x e" 2 -ell per support 1"x10"or wider 3 -Ed per support FLOOR SHEATHING Si ucluml Panels V or lase Btl B"edge 112" field greeter than lad 6"etlgel 6"fl. ld Diagonal Board Sheathing 1"x 6"or 1"x e° 2-Btl persupport 1"x10"Gr wider 3 -act per support 11411108 requirements are DEVal on wall sheathing nailed 6' on -center at the panel edge Ifwall sheathing is nalletl 3" oncenter at the panel edge to obtain higher ehearcapactle, , Selling requirements for structural members shall bedoubled,Oralternatecannecton; such eashear plates, shell be used to meiriteln the and path. 'Wren wall sheathing Is continuous over Connected members, Me tabulated number of nails shall be permitlsd to be reduced tG i - led Sell per fact. DESIGN CRITERIA: GROUND SNOW LOAD - 45 PSF FIRST LEVEL -40 ME. LL, min LIVINGAREAS -40 PSF. LL, min, BEDROOMS 30 PSF, L I. min, WIND SPEED 120 M H, SEISMIC DESIGN CATEGORY- B WEATHERING -SEVERE FROST LINE DEPTH .38', min. TERMITE- MODERATE TO HEAVY DECAY -SLIGHT ICE SHIELD UNCERLAYMENT REQUIRED ALL FLUES TO BE 3141111 c'-0" min. FROM ALL ROOFS, TYPICAL DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS MOD FRAME CONSTRUCTION MANUAL FOR 1 +2 FAMILY HOUSE- ENGINEERED DESIGN METHOD, 2001 EDITION WINDOWS - GLAZED OPENING FOR NEW CONSTRUCTION, EKTERIOR WINDOWS MUST BE PROTECTED NAGLPIING MEETING THE LARGE MISSILE TEST CERTIFICATION OF ZONE II ASTM E 19E6,97AND ASTM E 199599 OR VIA STRUCTURAL SHUTTERS WITH ATTACHMENT HARDWARE PROVIDED, NEWSTRUCTURES LOCATED WITHIN ONE (1) MILE OF THE MEAN HIGH WATER MUST HAVE GLAZING CONFORMING TOWING ZONE It. MISSILES DEFINED IN PARAGRAPH S OF ASTM E 199599 GLAZING CONFORMING TO WIND ZONE II, MISSILES CAN BE USED ATA DISTANCE GREATERTHAN ONE MILE OF THE COASTLINE PROTECTIVE PANELS TO BE PROVIDED FOR ALL AREAS BY A- CLEM SHIELD HURRICANE t SECURITY PANELS -531-ear 50W B -QUICK GUARD STORM PANELS 531-2575330 C- 12' CTX PLY PANNEL WI SCREWS per CODE 0- Week SHADE i SHUTTER SYSTEMS 5D5T75 5057 PROTECTION DEVICES TO BE IN ACCORDANCE WITH LARGE MISSILE TEST OF A57M E 1995 AND OF ASTM lice, AS NOTED IN NYS REMDENM CODE COMPONENT AND CLADDING PRESSURE ZONES rj GABLE ROOFS° GABLE RODFS °HIP ROOFS 5,1D 1D°e aV5 ° 1a°a a49a ° e G 9 9 1a ° ,04 e,45 ° m°. ec3p ° PROVIDE 0d COMMON NAILS ®1'O C AT HIGH PRESSURE ZONES, a"OC ATALLOTHER PARTS OF RCOF,TYP NOTEa=41NALLCASES SIMPSON STRONG TIE H8 USE (1) H8 CONNECTOR PER !STUD AT GARAGE SILL PLATE 5/4 X 4 SQUARE EDGE CLEAR EAR PINE TRIM(LA TO BE REPLACED OR — REPAIRED AFTER EACH INSTALLATION 3/4" EXTERIOR GRADE PLYWOOD SHEATHING SIMPSON STRONG TIE ST22 USE (1) ST22 CONNECTOR EVERY OTHER STUD HURRICANE PANEL NOTES: -WOOD STRUCTURAL PANELS SHALL BE PROVIDED FOR Al I EXTERIOR ININDOA / ALND DOOR UNITS AS PER NYS CODE. -ALL PANELS TO BE PROVIDED WITH ATTACHMENTS AS PER NYS CODE. -WOOD STRUCTURAL PANELS AND THEIR ATTACHMENTS SHALL MEET APPROVAL OF SOUTHAMPTON TOWN BUILDING OFFICIALS. -IT IS RECOMMENDED THAT THIE OWNER CHECK WITH HIS/HER INSURANCE COMAPANY BEFORE PROCEEDING WITH HURRICANE PROTECTION MANUFACTURE AND INSTALLATION. -ALL PANELS TO BE NUMBERED) AS PER THE WINDOW SCHEDULE. -A COPY OF THE PLANS, ELEVATIONS AND WINDOW SCHEDULE SHALL BE STORED'WITH THE PANELS AND ATTACHMENTS IN A DRY, INDOOR SPACE. STUD E " STRUCTURAL X URAL (4) FOUR 1/2""CD I/4" HOLES PLYWOOD PANEL -- DRLLE D INTO CE NTER OF PANEL TO REL E I VE PRESS URE DURING HURRICANE TYPICAL DETAIL FOR STRUCTURAL PLYWOOD STORM PANEL ATTATCHMENT FOR KING MICHAEL AND CANDACE MONACO STUD SCALE: 3"=V-01' * 3" be he 0 9 WOOD CORROSIVE RESISTANT ATTACHMENTS IN 1 X4 WOOD PREDRILLED FASTENING HOLES @ 9" O.C. SPACER AS PER NEW YORK STATE HURRICANE PROTECTION CODES AND TOWN OF SOUTHAMPTON BUILDING ING OFF I � ICIALS. TYPICAL DETAIL FOR PLYWOOD STORM PANEL NOT TO SCALE !UARE EDGE CLEAR TO BE REPLACED OR ER EACH INSTALLATION) RESISTANT ATTACHMENTS IN FASTENING HOLES @ 9" O.C. IN YORK STATE HURRICANE ON CODES AND TOWN OF GTON BUILDING OFFICIALS. 111 ,DX" STRUCTURAL .YWOOD PANEL (4) FOUR 1/4" HOLE5 DRLLED INTO CENTER OF PANEL TO RELIEVE PRESSURE DURING HURRICANE CORROSIVE RESISTANT ATTACHMENTS IN PREDRILLED FASTENING HOLES @ 9" O.C. AS PER NEW YORK STATE HURRICANE PROTECTION CODES AND TOWN OF SOUTHAMPTON BUILDING OFFICIALS. 3/4" EXTERIOR GRADE PLYWOOD 511EATHING I � 1'1 I II I'1 I II I II I II 1'1111 II I' 111111, III III 11. II III I � I 111111 ' VIII II �1II11'1 1111 I IIII 111111 i l I I I I I I I I I'1 II i I'11I I I 11. II Il11'i11111' I 1 ilI1IlI1111iI'I1�11I111 I�1'1, I'1, 1'11 1'11'111 1�11,1�1,r1, I'll 1'1111'1 l x1111'1 11 I'll 111 I'll 1 1` i 1 i 111 i 1111111111111111111 1111111'1 � I'll 1'11' 111 I 1111,'11111'11111'111 �1 1'111 i 111 1'111 '11 11111111 111111111 ' 111' 111 1111 ill 11111 III 111/1111 �1�1�11 �, 111111 0 a 00 00 r r N OD r Z h 00 Z r 0 M F�90— 00 0— LL O0 c) U) I— \ U W �- � M 2 F_ NUN — X Z Q U CQ Q C 0Z O Z Z CL VJ I 2 O III - L0 HURRICANE DETAILS North Bayview Road Southold, NY 11963 NOTES Plans are prepared by Condon Engineering, P.C, It Ise violation of the New York State Education Law, Article 145, Social 7209, for any person unless acting under the direction Ole licensed Professional Engineer, Architect, or Land Surveyor, ro alter any Item In anyway.Jfan item bearing the seal of an Engineer, Architect, or Land Surveyor is altered, the altering Engineer, Amhltec( or Land Surveyor shall affix to the Item hllrdher seal and the notation'Aliered by" followed by his/her signature and the date of such alterations, and B all deec iptlon of the Shane ort