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HomeMy WebLinkAboutTR-10021 Glenn Goldsmith,President �QF so(/,� Town Hall Annex ®� 54375 Route 25 A. Nicholas Krupski,Vice President e` ® P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples �® • �® Fax(631) 765-6641 COU05 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 2057C Date: July 19, 2023 THIS CERTIFIES that the disturbance of an area fifteen(15') seaward of the 100 foot setback line at approximately 210 linear feet(3 150sg ft) during the construction phase of a new dwelling, pool, staircase and terrace landward of the jurisdiction line; upon completion the disturbed area will be ,backfilled with 26.4 cubic feet and reseeded with native grass and for a ten(10')foot wide non-turf, buffer to be established and perpetually maintained along the landward edge of the top of the bluff,for the as built approximately 80' long boulder wall on the seaward side of the pool,• with the condition to establish and perpetually maintain a 30' non turf buffer in the center of the property with the two adjacent tree and brush filled areas to remain undisturbed; At 1900 Bailie Beach Road, Mattituck Suffolk County Tax Map#1000-99-3-13 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 26, 2021 pursuant to which Trustees Wetland Permit#10021 Dated October 20, 2021,was issued and Amended on July 19, 2023 and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the disturbance of an area fifteen(15') seaward of the 100 foot setback line at approximately 210 linear feet(3,15 Osqft) during the construction phase of a new , dwelling,pool, staircase and terrace landward of the jurisdiction line; upon completion the disturbed area will be backfilled with 26.4 cubic feet and reseeded with native grass,• and for a ten(10')foot wide non- turf buffer to be established and perpetually maintained along the landward edge of the top of the bluff; for the as built approximately 80' long boulder wall on the seaward side of the pool;with the condition to establish and perpetually maintain a 30' non turf buffer in the center of the property with the two adjacent tree and brush filled areas to remain undisturbed. The certificate is issued to Mazi Holdings, LLC-owner of the aforesaid property. Authorized Signature "'lila t COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK The 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 05/10/2023 under Liber D00013201 and Page 207 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 05/10/2023 SUFFOLK COUNTY CLERK VINCENT PULEO r SEAL 8 �- --.�J UIIUlIi IUUIlI.`Y l�Cl;Vi"(.Llil� OCG �Il(:1UTaCIiICIII; t"d '�,C_ ��� IIIIIIII IIIIIIIIIIIIIIIII VIII VIII(IIII VIII VIII VIII 1 j _ VIII VIII VIII IIII IIII ` I I SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 05/10/2023 Number of Pages: 12 At: 03: 43:19 PM Receipt Number 23-0062623 LIBER. D00013201 PAGE : 207 District: Section: Block: Lot: 1000 099 . 00 03 . 00 013 . 000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $60 . 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 $15 .00 NO RPT $200 . 00 NO ,. Fees Paid $315.00 THIS PAGE IS A PART OF THE, INSTRUMENT THIS IS NOT A BILL Vincent Puleo County Clerk, Suffolk County _..:_. .__.g.�_. �n� llujr�---uognty me.corging oz Enaorsement rage F-11 F21 RECORDED 1-aw U U" ,,of pages CLERK OF :-UFFC" K COWT1,11" /11s document will be, public 207 ,ecord. Please remove all I :Social Security'Numbbrs prior to recording. Deed Mortgage Instrument Deed Mortgage Tax Stamp Recording Filing Stamps 3 FEES Mortgage Amt. Page/Filing Fee --- 1. Basic Tax Handling i20. 00 2. Additional Tax TP-584 Sub Total Spec./Assit. Notation or EA-52 17 (County) Sub Total Spec./Add. TOT.MTG.TAX EA-5217 (State) Dual Town Dual.County— R.P.T.S.A. 03, Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Mansion Tax Affidavit Certified Copy:- The property covered by this mortgage is — or will be improved by a one or two NYS Surcharge 15. 00family dwelling only. — Sub Total YES or NO Other Grand Total If NO,see appropriate tax clause on page# of this instruit en . 4 II)i 5082725 1000 09900 0300 013000 5 Community Preservation Fund Real Property P T sConsideration Amount $ Tax Service R RAK A III��IIIIIIIIIIIIIIIII'lll'lllllllllllllll Agency 10-MAY-2 CPF Tax Due $ Verification Improved Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD & RETURN TO: Vacant Land 6 TD t TD Mail to: Vincent Puleb, Suffolk County Clerk 7 Title Com an Information 31.0 Center D'rive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Tit1d# Suffolk County8 Suf11Recording, & Endorsement Pa e e1� This page forms part of the attached / dry 42 11-em a made by: (SPECIFY TYPE OF INSTRUMENT) The premises herein is situated in V. SUFFOLK COUNTY,NEW YORK. TO In the-,-TG'WN-of e2,,f- �/C2JV 140 A/ In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST�E TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. 12-0104.10/08kk (over) IMPORTANT NOTICE document you've just recorded is your SATISFACTION OF MORTGAGE, please be aware of the )wing: /a portion of your monthly mortgage payment included your property taxes, *you will now need to _ontact your local Town Tax Receiver so that you may be billed directly for all future property tax f/statements. Local property taxes are payable twice a year: on or before January 10th and on or before May 31 St. Failure to make payments in a timely fashion could result in a penalty. Please contact your local Town Tax Receiver with any questions regarding property tax payment. Babylon Town Receiver of Taxes Riverhead Town Receiver of Taxes 200 East Sunrise Highway 200 Howell Avenue North Lindenhurst, N.Y. 11757 Riverhead, N.Y. 11901 (631) 957-3004 (631) 727-3200 Brookhaven Town Receiver of Taxes Shelter Island Town Receiver of Taxes One Independence Hill Shelter Island Town Hall Farmingville, N.Y. 11738 Shelter Island, N.Y. 11964 (631) 451-9009 (631) 749-3338 East Hampton Town Receiver of Taxes Smithtown Town Receiver of Taxes 300 Pantigo Place 99 West Main Street East Hampton, N.Y. 11937 Smithtown, N.Y. 11787 (631) 324-2770 (631) 360-7610 Huntington Town Receiver of Taxes Southampton Town Receiver of Taxes 100 Main Street 116 Hampton Road Huntington, N.Y. 11743 Southampton, N.Y. 11968 (631) 351-3217 (631) 283-6514 . Islip Town Receiver of Taxes Southold Town Receiver of Taxes 40 Nassau Avenue 53095 Main Street Islip, N.Y. 11751 Southold, N.Y. 11971 (631) 224-5580 (631) 765-1803 Sincerely, Vincent Puleo Suffolk County Clerk 12-0104.. 12/22kk DECLARATION OF COVENANTS THIS DECLARATION made this _,ZLL day of20 '' , by i' G residing at IF / �'�- ✓ 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 �� Ile tri Town of Southold, County, of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section , Block Lot 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 .4� 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; A 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 !conditi.on of the granting of a Wetlands Permit to undertake such regulated activities, the Trustees required that a ? /go/ "non-turf !buffer" adjacent to and landward of -Z�t �rT�1� Ij 1�a¢�Z 6,2 C�� �ul/�'C �uii.�v� ai and WHEREAS, the DECLARANT has considered the foregoing and has determined that the same willbe for the best interests of the DECLARANT and subsequent owners of the Property.. I 1 NOW, THEREFORE; the DECLARANT(S) do/does hereby covenant and agree as I, allows: 1) Upon the ;substantial completion of the aforementioned permitted activities Ithere shall be established and perpetually maintained fX> "non-turf buffer" ash defined by Chapter 275 of the Town Code, to wit : "A designated ;area where turf grass, pesticides and fertilizers are not p rmitted.T and as .depicted on the l -r LIQ 4 .� C/ seeExhibit "A" attached; and / �ir���f 2) These covenants shall run with the lan� 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. , 0� t'�Al�t' 4m� IN WITNEnSS WHEREOF, , the owner(s) has/have duly executed this instrument this day of 6 V\� l`� 20 i lo/ j' OWN R S�SIGNATURE OWNER'S SIGNATURE STATE OF NEW YORK ) COUNTY OF IV- ) ss: On the �0" day of in the year 207 2before me the u der igned, a Notary Public in and for said State, personally appeared tg 1t&_LR1 ,�4,�° ,/C 66, 7 , personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) 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, 2 I r I .:individual or the persons on behalf of which th al(s) acted, executed :instrument. r Notary Public t MARTIN D. NNEGAN Natiry PubII06Ute of New Yolk r' No.01 F16056707 Qualified In Suffolk County Commission Expires March 26,20��v 3 r� RE TITLE SERVI CES as agent for, First American Title Insurance Company Title Number: CORE25792 Page 1 SCHEDULE A DESCRIPTION (AMENDED 2/16/21) J. ALL that certain plot piece or parcel of land, situate, lying and being at Mattituck, Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a concrete monument on the Northeasterly side of Reeve Avenue, also known as Bailey Road, at a point where the same is intersected by the Northerly side of land now or formerly of Robert' Hood, RUNNING THENCE along the Northeasterly side of Reeve Avenue, North 50 degrees 46 minutes 30 seconds West 336 feet to the high water mark of Long Island Sound as shown February 5, 2021; THENCE along the tie line of the mean high water mark of Long Island Sound the following two courses and distances: 1) North 46 degrees 43 minutes 30 seconds East 150 feet; 2) North 55 degrees 03 minutes 10 seconds East 233.30 feet to land now or formerly of Lawrence D. Catullo; THENCE along said land the following.three courses and distances: (1) South 29 degrees 28 minutes 40 seconds East 312 feet; (2) South 64 degrees 23 minutes 00 seconds West 50 feet; (3) South 00 degrees 34 minutes 30 seconds West 84.88 feet to said land of Robert ilood; THENCE along said land South 64 degrees 23 minutes 00 seconds West 163.85 feet to the point or place of BEGINNING. ALL as shown on survey of Peconic Surveyor, P.C., dated February 5, 2021. For information only: Premises is known as 1900 Bailie Beach Road, Mattituck NY l 1 i r/ �" � ��/�//.s'r i F r' t i i EREAS, the Board has considered all the testimony and documentation submitted ,ricerning this application, and, ,WHEREAS, the structure complies with'the standards set forth in Chapter 275 of the /Southold Town Code, i 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, i <' 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 MAZI HOLDINGS, r: LLC for the disturbance of an area fifteen (15') seaward of the 100 foot setback line at approximately 210 linear feet (3,150sq.ft.) during the construction phase of a new dwelling, pool, staircase, and terrace landward of the jurisdiction line; upon completion the disturbed area will be backfilled with 26.4 cubic feet and reseeded with native grass; and for a ten (10') foot wide non-turf buffer to be established and perpetually maintained along the landward edge of the top of the bluff; with the condition to establish and perpetually maintain a 30' non-turf buffer in the center of the property with the two adjacent tree and brush filled areas to remain undisturbed; and as depicted on the site plan prepared by Adragna Designs, LLC, received on October 18, 2021, and stamped approved on October 20, 2021. 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: $50.00 Very, truly yours, Ivel" Glenn Goldsmith President, Board of Trustees GG:dd t '„Glenn Goldsmith, PresidentJ`�f '” "'�� �`'�°4� z'�-, Town Hall Annex �INicholas Kru � ra pski,Vice President "" �_ �{�"=rcr'" v:" �`,.� r ,�z' 54375 Route 25 John M. Brede y ,• n,,.. �r rs"n;� , me er III „,;afrZ a,;zl ' r. '�;.° j P.O. Box 1179 Michael J. Domino Southold, New York 119 1 Greg Williams e��c`• n ` "' � 1�J Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 26, 2021 Michael A. Kimack P.O. Box 1047 Southold, NY 11971 RE: MAZI HOLDINGS, LLC 1900 BAILIE BEACH ROAD, MATTITUCK SCTM# 1000-99-3-13 Dear Mr. Kimack: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, October 20, 2021 regarding the above matter: WHEREAS, Michael Kimack on behalf of MAZI HOLDINGS, LLC 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 August 26, 2021, 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 October 20, 2021, 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, twn;n�.t: �jcnsersv�r�as:*bres �tvz� �z �ttzs�tr�n Q �xz� .a. ��%,. M' BOARD OF SOUTHOLD TOWN TRUSTEES r �. VSOUTHOLD, NEW YORK �! PERMIT NO. 10021 DATE: OCTOBER 20,2021 f ISSUED TO: MAZI HOLDINGS, LLC PROPERTY ADDRESS: 1900 BAILIE BEACH ROAD,MATTITUCK " SCTM# 1000-99-3-13 i 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 October 20, 2021, and { in consideration of application fee in the sum of$250.00 paid by Mazi Holding, LLC and subject to the Terms ,1 and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: , a I Wetland Permit for the disturbance of an area fifteen (15') seaward of the 100 foot setback line s at approximately 210 linear feet(3,150sq.ft.) during the construction phase of a new dwelling, pool,staircase, and terrace landward of the jurisdiction line; upon completion the disturbed ' area will be backfilled with 26.4 cubic feet and reseeded with native grass; and for a ten (101) j foot wide non-turf buffer to be established and perpetually maintained along the landward h edge of the top of the bluff; with the condition to establish and perpetually maintain a 30' non turf buffer in the center of the property with the two adjacent tree and brush filled areas to remain undisturbed; and as depicted on the site plan prepared by Adragna Designs,LLC, received on October 18,2021, and stamped approved on October 20,2021. I 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 the 20th day of October,2021. 411F FO C �O co �. d y ; `;f �,:�szsaar� ��z��uaYa�sa�xzsmsu, ;tsr��,�aazrs�m�aca��xara•�t�a� asn -- -- -- -t \ ,4,: fes✓ i � { 1 ,. � t ; TERMS AND CONDITIONS r ; t 1 The Permittee, Mazi Holdings, LLC residing at 1900 Bailie Beach Road of the Permit does understand and beck New York as part of the consideration for the issuancePrescribe to the following: f; 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 operation performed pursuant to this permit, and the said Permittee will, at his or herownF expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto, to the complete exclusion of the Board of Trustees of the Town of Southold. m 2. That this Permit is valid for a period of 24 months which is to be thestimated time required to complete the work involved, but should ci cum tances warranterequest 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 t beach between high and low water marks. p g he 1 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. g• 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. 1 ]• No right to trespass or interfere with riparian rights. This permit does not conveyto 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, of interest in real or personal property held or vested in a person nota party to the permit. SOU HOL TRU , :'STEES No toots_ , Issued To MASI Nom, u- - .1� Date �o e�o•�1 , Address* . . ,. THIS. NOTICE MUST BE DISPLAYED DURING CONSTRUCTION .TOWN TRUSTEES OFFICE.TOWN OF SOIJTHOL6 SOUTHOLD, N.Y. 11971 TEL.: 765.1892 ' u 23!L DRAINAGE DE .N SIGN -7-- j E_ U is—M - E ...E-1 MA-W 4-9 Zcf 1;I-nL .m. MIN-1 L—D DEF I 5CC .1.A-1 L.—511 SAGE AREA-—-11 A.2 to 1111 1 DEEP 1—"-—5 "'—Ee 3f w \6\ Dyd�' 9 .2 E,13 ACRES 5 TIE LINES vl� LEAC HNG POOL Ze X11 c V%' E ------------------ --—----------------- -------------- J .... .... ... Z xT B ,.cn `� 'F, - I NOTE:GROUNC tLATER"ElfC 5EE TE57 FIT IN.or-A- E N ;el'Li M �:�Rn Z J uj Z . Lu o1—A-1 u F 00 < Z I AS PER nELD CONDI 11 A U < U= DRYWELL TRENCH DRAW SEPTIC TANK —T, BAIUE E31EAC-] -'00 bRAINAG SITE PLAN. NITARY SYSTEM PROPOSED LANDSCAPE SITE PLAN v TAT DRAIN HEr DTL DISTRIBUTION BOX .00 Glenn Goldsmith,President ®F so�,� Town Hall Annex A.Nicholas Krupski,Vice President ®� ®l® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly reg Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 July 24, 2023 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Dimitrios Malakidis Mazi Holdings LLC 149 Dosoris Lane Glen Cove, NY 11542 RE: 1900 BAILIE BEACH ROAD, MATTITUCK SCTM#: 1000-99-3-13 Dear Mr. Malakidis: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, July 19, 2023: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#10021 for the as-built approximately 80' long boulder wall on the seaward side of the pool; and as depicted on the site plan prepared by Adragna Designs, LLC, received on June 20, 2023, and stamped approved on July 19, 2023. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Glenn Goldsmith President, Board of Trustees GG/dd .. - •n-r - ... .W. ,. .. :. .. ..,._ _:._.... ..... .....,.,,m.,.,~k e>-. - , _ - .x +.ne. +u. ,.•v,•,. „ .. . , .. _,.,. -- .....,..a.-,•r ..er .. ... ...,.,,, . y. - , .. ,. ... .. - . ._ . .... \ ,!. ,r,Ad:��r'r..-..,_.r+< .,, ..�: ..�,t. waaro �r�F�i n.�s .. .- , .., - .. , .f ,)„ 4 •F ...,-.•." ' r B r)iA 4:14 DfR,4INAC�E DE51GN _ GOEiIGEt,TS RM= '^ Inr' <vv^'JS I@ GP'VEL 09 I �„ P +" '... .• 5 INAGE ROOF DRIVEWAY RAVEL DR TERRACES -5r pc rr. `C :.';i>.u%JE G � ELL I--�� r E3.0 RING Ef�EGTIVE-rGR.aINAGE GRGJNJ C15T,TO 3 -----_- RI EL~v. C U _ I E T.O R(NG INVER TN 1St) 2 80 C.l�i i ..,T _ _ "F2Gv,CED WATER L. G.W. SYSTEM ARE a f) AREAr) ARL Ol6 f) A4�F 5- 1*-=- k,�r r� UMF R. 17- 1�P P.^JC 4 P D 4 c - - - o 0o 4.00 4 < Q �� r �... - " ---`-. -' i•• 14 OC f ED 4 P .PG� b i P I ti "LPA ecod] G .,I 612 c.F. ✓ I'GJ ti3. do 1515 x.15 8 r C Fi.!7 + . �e1M_ -- 15.P49 SPP E 23 e.f'. c•:' a s, 1 _ _ 8'< f 1. IE11 C.f. t t +'�• 1' �':%� _. _ 15 P O 3'' 12.30 15 8 --- -.t�2s�47_ 1 _2lEC' j 2P.0O 8.0© 12 EF cr _ f„ A + /rte "� ,'<�� = - _ _ -T- .:-C uE !I F (.1 _ "T --�_ /) ♦ 1 P P P P !h�4) fo�P b.F 12 Co c.F -G _r c o I "' + C 5� 16x[7 16 21J d.4'fJ is t o C ��„/r e� ti�.✓�' �J* ��. I'"C ' 1T c iii._© 1 r tiu5'C?A 1 y ~ - + r �" •\ ""'`� f 99 TOTAL 3,d6P 3, " _._..___.._.__ __..J P (a pG B.PG� ,' F 3� c I' 2 C' v: G a i �}; 18L W.ii#o :e-� 5 -'r, t------•- L 1349 c.f. � - - --- -L--_- -- _ ICTAL 4 212 c.f. [ c o 1 ♦ c - - ~� I. ALL DRAINAGE STRUCTURES SHALL BE PRECAST WT11 PRECAST OPENINGS FOR DRAINAGE PIPE(S), AND SHALL CONFORM TO NASSAU o j ♦ � COUNTY AND/OR VILLAGE STANDARDS. 2. ALL STORM DRAINAGE PIPING TO BE 6' HIGt1 DENSITY POLYETHYLENE PIPE (HDPE) 0 1.0% MINIMUM SLOPE AND 5% MAXIMUM SLOPE' UNLESS OTHERIMSE NOTED. ALL ROOF DRAIN PIPING ''0 EE 6'0 CORRUGATED POLYETHYLENE PIPE (CPP) A 1.DX MINIMUM SLOPE. 3. 12" ADS BASIN - GRATE/COVER FOR All, DRAIN BASINS SHALL BF 12' ADS NYLOP•AST DUCTILE IRON GP,ATE VWTH CAST IRON FRAME, AND LOCKING DEVICE (OR APPROVED EQUAL) CAPABLE OF' H-20 LOADING. 0 0 o a r F= 4, CONCRETE STORM DRAINAGE UNITS TO BE PRODDED E?v LONG ISLAND PRECAST (631) 285 - 0240, OR APPRO\CD EOUAL a �l - TOP OF t 1_U \ �1ry - _ _ ���'`�.� ` (P 5. ALL INLETS AND GRATES SUBJECT TO VEHICULAQ I GAD' %kRf TG MFED, H-20 LOAD R.+T TNG REQUIREMENTS. FIN'SH GRADE a Y p �`II : UPPER �� r r '- SANItARY SYSTEM DESIGN FOR 8 BE R.0-r^" t c. "•E' CONCRETE ♦ IPP O ...... OF rt`y r "' z� ... C� 2250 GAL SEPTIC TANK REQUIRED BRICK UP R DE BELOW t' MIN ♦ \ 1.. .,A r I MINIMUM LIQUID SURFACE AREA OF 61 y F' 4• DIA, PIPE MIDI AS REQ'O_ GRADE 2' MAX ----\\ y'qz F tJ TIGHT JOINTS \ R auAcr _ _ = _ NO'.TURF� BOER I..,. .1., Non-Turf , .• ."""`- -- Frc i IOr K ,Ec-' F r MIN. SLOPE t/N' Fr rr» r C r I-, ASoo5F) _ - USE I©' SEPTIC TAN WITf� A LIQUID G .. O. 3� P i / 1 L, 30 Rx 150 R.(app tam f/mixture of Clear brush,regradsandP 4n•o'G' yam' -'t�E 1 " + ..,,,� LIQUID SURFACE AREA = 68.4 SOFT NMI ,T _ a, Ybenrq plantings at approx. 1 _O. FGR E, F7114 ON POOL {-: J blueberry d ba EDROOM5 150 GAL/ EDROOP :-,4` : E:'Gti C 8 B B , M Z' ♦ Y, / 1,20 _ 0 GAL./DAY t-- k Fthrr4rd la:ati�: rn (p0© F ; J `V ExiSt+nt;growth 2 GAL./5F/DAY = ° Cf' SIDE it .,._.. to ho maintained 1: (� c �ocJrcTLunc E�ot o ?„ d ��� ♦ I U USE 8'0 LEACHING POOLS 6D�5F_ u. - LC:c _:Rc.. �naaoESP= ♦' � 4 t tf) C I F _ qq ♦ t `,•1' - .. ,.(' •L/ r�r� rrtrtt � ... Q'47 _]C7 C]LJ C"Il_7 CD C--M '\ Q \ 1 / v . ✓.'� 'r rr W ;... _ �¢ GC:,I-7r7r^..t7 CD C--O 4°One I USE C3) 8'0 x 8' DEEP LEACHING FC," _ :.< r' _... - pr.Uc��:or..�oocc r+� ` /^ C -'r." f--7 r--)cm)C7 C1 w .OPO-99- ., PROVIDE CLEAR SPACE FOR 5O% E%F�i+'\`:,,.. .. 7•,•i; v.I"--_� GROUND WATFN I 4 - 4--1 , n+ a CJ etatlon from 1oOrlt.juAsdiction -? 1 !TI A _ 8'P��.�` Tor+OUNG ^ ' \ riCl �j �-�, tri ♦ 0 4i 41 RE 4=2.513 QGRE Ramose existing seg end lent with gra Rnc+FnL VN(NR AND AROUND ', Ilne to non turf buffer,regrade a P " n'vENETRATIT RVL ACCEPTA5IF G SS 1 At GR ANJLAR MATERIAL CGNTA,NING TEE U _. t55 1hEN 16Z FHT. SANG. SALT h CLAY. LEA 41NG MA MAL ' "'• ,a.-, ♦ \ ����\� TO TIE LINES �' ITR '.SILT a CLA>%RACTION NOT FO SEE 5!'lt, BORING FOR DLPTH TO r :.X(,F.ED 5x1 ACCEP,ABtE LEACHING MATERIAL •+-� U ,j n' T r OR R ♦` Existing tree thicket to be maindained pyt�I• _ Ir 1 U Ul 3 ~ double 12"d1am.bock cherry WI►N \ C Remew dead branches (_ U � r! Yt r _ ..aJ ,�. U) � ` to remoln. C T t x` `N0 Ay�$✓, F, -._. . ::.c ,,er, .r.tt '� LEACHNG POOL o cedar _ For.. CELLAR SLAB/ RA Hor To scNE V' a � O U / ♦ 'C \ / • �_ 1 i2"dla�reA oC9E- .;E�. 5.t_5o.^. 5GF - --.7-----_.._ ---- 1 a' EL. I&OC, !L,V.;>L;r ��. I`i. /..INV 0"� � 'r U 0 C g remain _ e 15.2C ♦ and - ~ Ramose brush an INV. I!f � ` pool and construction activity. / -.---fA-• s _ ., r,.t. ' • +' Wv IN U r O U V e -_ ..1 !.. i for 1 , rtr�k.6p h°n<'^•r f•4rT !.1 .._s ..__. ;er T r `L I I 1 � ♦ '\ // � ,•� 1 I F=.:e'` e¢..cE I �/� j 1 .'s:tr'.:'I("'"J � U ~ '"•1 90IT �iJ ♦ ti' /// � S � vCo .v?`-'R�TIc�Ra'C '/j t\ �' .,\-YI _ ,.Y <, ''t_''i'`" . . ' ' 4 ♦ / .._ p.,� +Tcc4.tic \rY X\• -�, "•,4•,L'c,��<<=';;.'-._G ,' Y `c7� 1 F\T __-_----- �--- - ALL b t' _1 i., �~ ��.Y,• <y` •, a_G.2., c =• '' r ,i' I i �Y ..._._. L--VE .r.:��iT i�i�N: ��r, l ^+�..._,_ ` Ramosetwo(2)dead SEPTG ` = e ,T T.M.N. •1 l �' 1 < < X/?." 4%E G5t GE * _ }. -� 25.(�^G� - \, red cedars * y�; s y BO.(?lIT lIt• \` ♦ Il � � r 1j�' I t i^'1 J' /\ '8 19E'D�OOI"1�, � l I w �Rti' \ I Af ��` '11 \ I'Ir \ ,+,.,. �" -_ .....;ALL. C-.- ---r•, I -'""""-,.wa,>w.wrrr.waAay,yt+Y.q<'ieT'A'rXM6i.g}ny+;.V.,. N,. _ .. t D AMP _ _ � 1 '�„,.,•,�E,A,,.1,�'I�ICx.i.''C'Jy�r51",.r: G�4'� •c y✓�. a �f-�N I >��+ I 1 w ..,. y r �l J C{, R ' ,C�� R'l` C1• t.T- ♦ \ /]� wA GF.y ;ri.E c .- "' 's. _ I 4..,a,'.p� '� � ♦ � /// ,�a - / �,r_Im_o�< .�� \� ,� `_-_-- era _..- 'Iy .... _ - `. ........----- --...----- .. .. _. CLFiTAMEYJ/SOLI[! '� `` ?ti:,.,,*"• ' ,r, k ;pec sG`• a --- -- NOTE: GROUNr L,U,4TE!t: a E't r', ^.G �'" __ '.:t -� urk!N,,COVERATGRADE 1. , :�� \\\x ' 1 5EE TEST FIT �N-ORMAT!ON t:E: L - - fln,ISNE.. t,� ' It mihr � ♦\\ / ,,e0• e acs. ,'( ! !:_ x {Jx'x I �+ .�r ..L ehall affr:o i ! ♦\\`\ A F.y z 1 h15•ten,the� Yf r �. i / 4, l / F• u a R E, erGc de»cnp. ': A .tared b1 folio rea as PREGhT e�a�aty"e mo of xoh t »-4 R.C. ty h, aI crat nn.aw a TOP SLA p nn o t alt aL1on n ♦\ A I o.:'-c'{VG iv1+ yaw, };. MIN MUM 1/4 P!'4 IT -_ i i nwrsraeaear�+wl Y REfT 6 ♦\1,r ` ` --c. .. < ! . •`, I 1 �^. OPEN ID PIAN M• WITH TP;H' JOINT ,+ OPEN UN SOu:, ;��„s 4; 7i � ^f -gg 6 r .F• ti -�'• FRAME AN CRATE PRS'-!C •"_" �° / t, I 1 (fRADF (3" CUNTPA. I ^ FIELD ALLOW 4-MIN. •..' .t A'.,ac FOR AC_'�.�'M-': ....._ ^AME S _ _ Mi � `\\)\` \ / ./ •?e 30: ~ I -� .I :>:c \ UV -.r. ,:M ° r, . . ._ ..°k__�:._ _ E+ � ai �', 'I 4 CAST IRON %pE \ I y'' ---1 ` 'L•• �•.,,- �a,rra{ WITH TIGHT JOINTS J Z ♦\\ // ( r\ - LTJ eF Kc t: TOP Of RINC .,.C',- N; + w 1 12 �; °7 12' O 1/R PCR FT. N M ♦\\ i 6 �/��7 I HOPE INI FT P:Pf _ _ _ -. ' MINIMUM _j d) " ..i \\ ► /, / I 4�.c,,,^-".__'„'C--'-3 -�.'' .. 1°9R SIZE AND INVERT _ ` c r f� (D 5EE \ L F4C.i�N.".. �` s \ re:e' Ivv E,E _ _ _ ._;. 9a '"'• 6'-0` �' 3'_ P`'� .+i (p j ♦\\\ F \ i w+ l ° +Ac \�.;_ _ cei L4 0 oec '� cEOTexT1.,E rA �^ .. r• - __ - + - o ,N,I1 Q `� ♦\1� g '� ^ ' __.--_-_ - <`r Al ^r ^ aUFT HOOKS PIPE TO CATCHEIASIN __ -�_ _ _ fa - W '1 ♦\\y \ '� II1-51 11 fillIIIIIFI` GC»i`" " - �I Q - - < I) r- •# .„t., � .. 1/1 TO .2/3 '`� (} AS PER FIELD CONDITIONS _-. zr� VOLUME z (�1 NEENAH FOUNDRr ..,1 I t4 .1.,_. ' 1 1 T 9^•-Ju u A I I he?,.k, G '�\\ I ` ._.-+ ,� L •, TRENCH DPA w / _.._.._,_.-_-_•-Z_y rJ Gg r�o I � +rF �,.. I ...:'� I J I '/ , FRAME 3 GRATE. J •!,4 .�{.{�..,h:' I .. - nl�..N.._.........,..- / ' [� a% \ '\ /J CATALOGUE N0. w ' \ I � C I»'.� •-.- �..�,.,� I I -/ R-4490-Ox, WITH TH 8r� TYP PERIMETER FIBER BOARD - M. / "' "'" 1 �•, / Y'. p 'YPE 'A' GAATE I - ExPANSION JOINT WHERE \ _-..__f ;� w �� �-"" Q n ADJACENT PAVLMEHT �'I ° r'-•,Fx, '�,•CONTAIY*r ti Q L uNr. aarwr t J // N 1 2 IS CONCRETE. 'S „ .'� Cy_/ S^N SILT G '¢ ♦\ _� t �yf I ; `.1 a c. C•] -.�c 'D, •'i i / f - 1 REINFORCING STEEL '}"--- r S - +.FC11ON NOT TO II`\ 30 1 A•4`` �- - - - - - �,; '/ \ Jr.CAST IRON PIPE DR 1 EL-L ♦ ( \ s' P - -- �' 4/ "Sli W/ELBOW ASSEMBLY. _- _.. - 1/J� /��( rayl W.• TRENCH D+\AF 1 - - SCALE: NTS ~� .. .�- w__-'�_ _ _y_ _ _ ._ _ -_✓1 '+?J+lC APS ___ '� TANK P,n1iv t 7 n y: •; �� r ��'�"� �' fir.o r r Ce" -- - _._. _� / SEPITI i! 5 'c= 664-2 310011 LJ �� r """' �' �' �� r w ,rw„ r/ CAST IRON FRAME AND COVER _ NOT TO SONE woomE4 FRAME:covER « � 70QRADE _lear S ate for aD roval Stam (s} 1 900 E3AIL.Ir OUCH a NlllKl N4 1755 pt I I •ri i -- J (S11F FITIATI TO PREVENT y " APPROVED EQUAL IMAROVED SURFACE EATER ENTRANCE' FINAL GRADE M, n LOT .._a-_„ STOPi'ER OR EMD PI UC I 1a00 BAILIE BEACH RD -r -----`-r- 5 i_:�E. _ _ If"YAM, - I '--ftau;K uP AS R.S. ONLY I Re?I,IGE.D I 1 n t � ` PROPOSED LANDSCAPE SITE PLAN ' ' �' 1ti 1 11I�� '� l ^ sAAES A^ 3"PRECAST CONCRETE $DTE:ALL OUTLETS `17 FA 0`0�, - - ' f i)U'R._ E� _ - 6"►OURED IN?LACE AT SAYE ELEVATIO$ VARIES SCALE:IINCH-20 FEET - �,ELB"DWS TT 1(100-Du.-0,f-11 As Noted { -F, / 2• MIN ELEV. `,.ale. INVFP- „r„ f!2 i O r!► _. .._ -- ` _ 4 0+ ai ��+ DISTRIGUTION BOXIT „r.rti WYE DISTRIBUTION BOA 1 �.l . 0 01 ` /' PRECAST _CGH�"?ETE_DRAIN NLET DETA i DSA C .� JT _ ✓, y ;�, SCALE. NTS r w.w• r. _ Val APPROVE 6A 6 _ _..,. . s BOARD OF I RUSTEES TOWN OF-SOUTHOLD OL JUN 2 0 2023 DD Board of Trus!ees - --- ------- �lc���-��� ---s-Z Lam.------- - --------- --------- --r¢9-�sow�� -_- ------ -- - ---- oi� a - JUN 2-0 2023— Ul - - --- -- - SoiriholdTown - -- ---- --- j67/, Board of Trustees -- --- A��- 5�� -- yic;in Goldsmith,President ��p��sl `,OGy� Town Hall Annex A.Nicholas Krupski,Vice President o < 54375 Route 25 Eric Sepenoski W ,? P.O.Box 1179 Liz Gillooly �y • �� Southold,NY 11971 Elizabeth Peeples �Ol dap Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees ; Field Inspection Report Date/Time: 1- Completed infield by: �. �o��►Sr>> �'` MAZI HOLDINGS, LLC requests an Administrative Amendment to Wetland Permit #10021 for the as-built approximately 80' long boulder wall on the seaward side of the pool. Located: 1900 Bailie Beach Road, Mattituck. SCTM#: 1000-99-3-13 Tof area to be impacted: ypf7Saltwater Wetland Freshwater Wetland Sound Bay 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 Info needed/Modifications/Conditions/Etc.: Present Were: J G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples Glenn Goldsmith, President ,`� so Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President ® P.O. Box 1179 Eric Sepenoski ir Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 COUNII BOARD OF TOWN TRUSTEES \ TOWN OF SOUTHOLD DATE OF INSPECTION: 12.3 INSPECTED BY: L'. Geo 1167.% Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, haybale line/silt boom/silt curtain 1St day of construction % constructed Project complete, compliance inspection COMMENTS: pp Q �oy IJF< �wlla�l C71� DT[7 L o-N +keg— anA ►S Vlall 12 able-) c-.--ao-< n s<�V o v"o— ' rd and veA I", ''&Maraca.,en$ ©�' cal:vec 'Cfd Cedcv- CERTIFICATE OF COMPLIANCE: Glenn Goldsmith, President \\QF S�(/jy Town Hall Annex A. Nicholas Krupski,Vice President ,`QOl0 54375 Route 25 III P.O. Box 1 179 John M. Bredemeer Y � � Southold, New York 11971 Michael J. Domino G Q Telephone(631) 765-1892 - -----.------ -----Greg-W-illiams- ----Fax(631)_765-664-1- ---- -- - BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION'SCHEDULE Pre-construetin;-hay-bale Iine/silt boom/silt curtain . . _ 1'Sr-day of construdtion Y constructed When-projeqt,cornplete, 'call for compliance h"§flection.; _ ..;ee0°',i o`vii�o„-°{_ "..�W�f1+oi'/i�r3�e;.�”' _ .i 1�•iidio•,o..-, .�1ie<S��{•I,`u- "'.,1 i?,°'�`i'ie�o°re, "°p0I°I°°p+lp°•,, -' _aF i°°I+1°°p+derv,. _ ' o p11 D// _ 1 //r• _ �Op= //j r :CI I /� �' ��1 D Ij "Q•� /%r• _ ���1 IDp°• '.� •�0 L,��ulq3*�#Yl���l� "�A"�'2!''�1.�.�S�s=Z.d�?LY'�.g:S?t.A�7r�"r. ?%" 'T.1�%'�J�?'N.}}a!E'SYs�.!l ^'TfAi1�t a'-t `.d'�:R"23.T1L''�TPn��' ''''a''�''L.��22!?&', '''���'.°�L'1',9 f. e 31 BOARD OF SOUTHOLD TOWN TRUSTEES D0p SOUTHOLD,NEW YORK ;•3 Chop°p y � ►gee. ' !'; PERMIT NO. f0021 DATE: OCTOBER 20,2021 _ ; ;as1°I°1_' _ ►°poop; -�; ISSUED TO: MAZY HOLDINGS,LLC ° 1` PROPERTY ADDRESS:, 1900 BAILIE BEACH ROAD,MATTITUCK ' a .,ode SCTM# 1000-99-3-13 AUTHORIZATION = "" Pursuant to the provisions of Chapter 2'75 of the Town Code of the Town of Southold and in ,_ i i0p1/1 DIAD" f A accordance with the Resolution of the Board of Trustees adopted at the meeting held on October 20,2021, and , tf' } in consideration of application fee in the sum of$250.00 paid by Mazi Holdings,LLC and subject to the Terms f and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes'and permits the ' following: Wetland Permit for the disturbance of an urea-fifteen (151)seaward of the 100 foot setback line at approximately 210 linear feet t( 50sq.ft.) during the construction phase of a new dwelling, t pool,staircase,and t rrace landward of the jurisdiction line; upon completion the disturbed yv area will be-ba,& i led with 26.4 cubic feet and reseeded with native grass; and for a ten(10 ) fo t wVde non-,turf buffer to be;established and perpetually maintained along the landward ^oda edge of the top of the bluff; with the condition to establish and,perpetually maintain a 30' non- °•°�"° .`° turf buffer in the center of the property with the two adjacent tree and brush filled areas to remain,undi,sturbed;,and as depicted on the,site plan prepared by AdragnaDesigns,LLC, +pplo received on October 18,2021, and stamped approved on October 20,2021. 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 the 20th day of October,2021. 51 - ;V�_s =< - h- r`Caeoal Ca R 4;fpl A ` �'uuse;�`.oY��i;,;n'SRX+�.+rr•�x?".;,u; z�..�' .rr.�G.tae,ca.1�"5����ts.3,`�u�.th,.T;a�'�r'�'\\� aL.�ce�;%:W,�eam�';.�6issn�,3�S:wf`u�+"�St�r���'7�'Petrr✓r'�Y't>m.�v,-�i�iubo9�'ami'.�°.r�icaY2Yaw,,�x,�.,' i'�2R�s>i ��;' �:��> -_ .�p.q.: N��•t - - _`,.:im dl IIApi'a• - � - .:;�rddd AA1iP'�- - .•;leddd Ao::... ,:_ _ .;gid dl 1�L.r_ - ,.,ell N.or•_- -_ ,.;ell /A°.;., '\ TERMS AND CONDITIONS The Permittee,Mazi Holdings LLC residing at 1900 Bailie Beach Road Mattituck 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 Permittee 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 restilt 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. r 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. No right to trespass or interfere with riparian rights. 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. Glenn Goldsmith,President o�*0 so Town Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 Michael J.Domino G • Q Telephone(631) 765-1892 - ---- —-- -Greg Williams--- - - - --- 'Q - -- - - - - -Fax(631)765-6641---- e -- - -- - -- --- CyeOUNTI,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 26, 2021 Michael A. Kimack P.O. Box 1047 - Southold, NY 11971 RE: MAZI HOLDINGS, LLC 1900 BAILI5 BEACH ROAD, MATTITUCK SCTM# 1000-99-3-13 Dear Mr. Kimack: The Board-of Town Trustees took the following action during its regular meeting held on Wednesday, October 20,-2021 regarding the above matter: WHEREAS, Michael Kimack on behalf of MAZI HOLDINGS, LLC 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 August 26, 202-1, 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 October 20, 2021, 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, 2 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 he-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 MAZI HOLDINGS, LLC for the disturbance of an area fifteen (15') seaward of the 100 foot setback line at approximately 210 linear feet (3,150sq.ft.) during the construction phase of a new dwelling, pool, staircase, and terrace landward of the jurisdiction line; upon completion the disturbed area-will be backfilled with 26.4 cubic feet and reseeded with native grass; and for a ten (10') foot wide non-turf buffer to be established and perpetually maintained along the landward edge of the top of the bluff; With the condition'to establish and perpetually maintain a 30', non-turf buffer in the center of the property with.the two adjacent tree and brush-filled areas to remain undisturbed; and"as depicted on the,site plan prepared by Adragna Designs, LLC, received on October 18, 2021, and stamped approved on October 20, 2021. Permit to construct-and complete-project willexpirextwo years,froriri 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$50M per'inspection. -(See attached-schedule.) Fees: $50.00 Very, truly ,,yours, Glenn Goldsmith President, Board of Trustees GG:dd ®SVFFO(/-c® Glenn Goldsmith, President ��® oy Town Hall Annex A Nicholas Krupski, Vice-President 54375 Route 25 John M.`Bredemeyer, III o P.O. Box 1179 Michael J. Domino �� o! Southold, NY 11971 Greg Williams ®d �o Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: MAZI HOLDINGS, LLC c/o MIKE KIMACK Please be advised that your application dated August 26, 2021 has been reviewed by this Board at the regular meeting of October 20, 2021 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1St Day of Construction ($50.00) Constructed ($50 00) x Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) xx The Permittee is required to provide evidence that the non-turf buffer condition of the 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. 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: $ 50.00 ���� l0'' BY: Glenn Goldsmith President Board of Trustees -' -- - - __ _...-__- -__.__. .._.-_. ._.._- - -- - : - - --"- - ._._ ... -- ._ . -. ... ' .. ....' ----.___-...----•- . .._ rr+ p 'fir',.-: 7°`_ry'.'_3 Y,!."'._ -. �, _, _ - 1111111111111111111111111111 ?'S ,¢ .l.. ' 4�'is ....vc.. dra � ,�r a .xt.r.+ sa,..c. - ' _ - ,...�2 �s..> ac ,ri.i.._ .,._ _. _ _ -.. -� - - .>r . 7 1 2 3�,�O - ., ,. "' �\ /� }�'� C, �I 8' DIA. • 4Z24 GF/1' SECTION 3">25' - . - "' __. -.-""a"] 1 D fR,4 I N,4 G;E D E v I�' ` GOEFFICIE'NTS: ROOF: I,o IMPERVIOUS: 1.0 GRAVEL:08 I _ -- __,_, EFFECTIVE DRAINAGE GROUND DIST.TO m 11 _ - � '. " `° I DRAINAGE ROOF DRIVEWAY VEL DR TERRACES SPDRTS DRAINAGE DR7UJELL RIM ELEV. t.0.RING INVERT B.O<RINCs TN PROVIDED ERm f/J EP (ft) I WATER EL. G.W.Cs. r a03 IM ...__ ,- --1 I t SYSTEM AREA ls.0 AREA 4.0 AREA(s.0 AREA ls.li ISO (s.FJ 12E0'D (af.) NUMSEF2 N �r>' Sv __ _ ' r A O 2roaO 0 m rD ro 0.© A-1 10.00 9G�P� 8.00 4.4.00 I 4 l08 C.F. i.t� 3.O �--- - .0 '...�� .. .. .I..r.' " " _ -_ ..._ .__ -- .-- __ -'_ __ - __ I A-3 16.00 14.00 8.00 4.00 4 168 kaa c.f. i.0 3.0 .... ,. ...��' - - - A-4 14.00 12.00 8.00 4.00 4 Iroa C-S. 1.0 3.0 .0 I t ' . .��.�."� __ _ _ - -- _- U3T0'AL 612 c.f. ca' ,��,�� /'� -- -- '_' "`� �- �� -- t 5 1610 500 1800/1,440 340 0 91 .7 B-I 11.00 16.00 1530 1.30 8 337 c.f. 1.0 6.3 00 5-2 1'1.00 16.00 15.15 '1.15 13 33'1 c.F. 1.O 6.15 do I E:-3 1'1.00 16-00 15.00 -7.00 8 331 C.F. i3O 6.0 1 12 g' '' '� �� ©© UBTC''AL 1011 C.F. 11 '' - r,,-- ..�"_.'�.».�_ C 1850 0 0 2530 0 101_,95.0 I 22.00 2100 2030 1230 8 33"1 C.F. 1.0 1L3 ,G' a')�` � � �-_>�-- / G-2 22.00 21.00 20.15 12.15 8 331 C.F. 1.0 11.15 .- .) � o t'3� � ©©O � '_ ----� _140 G-3 22.00 21.00 20.00 8.00 12 + 506 :i 1.0 9,0 v C) rn p 3 '/� -� O©�Q 8D ,C. _ _ _ - - -'r -.. U6T0'AL 1180 c.f. `o_ 1~ rii i • 40 . ��Q - - . ©' i __ f D 0 0 0 0 5000 125,x.0 G-1 x1.50 1r._r 16.00 4.00 12 506 C.F. 1.a 3.0 S 0 E ,� ©© ® ©©© -__.- - _ _ D-2 1150 1650 16.00 400 12 06 C.F. i.0 3,0 °� � W a) go rn - __ � - ._ _ - - _ . _. -_ a �Q�� _ 8 - 1 F. ? n • c. ��� _.. ,. .. - B O 1 c.f. - © _ ._ :� ' D 3 1750 1650 16.00 33 1.0 1.0 � �, 00 - -.. - . - - __ _ -- _ ' - _ - I .-. ''. �_ Q _ - ..- �,�`�� t ^� CC 0,9815© TOTAL 4,212 c.f. _, � a _.._.. '- ..._. ¢ � CLO 'CJ Q _... - _ - -.. _ _ _ _ " __ .- _ _ d -- - _.... _. r� CDC-. �Q _ _,. NOTESv EC T OPENINGS FOR DRAINAGE PIP O AND SHALL CONFORM TO NASSAU .__ . ♦ \\ -._.. .___ ---- _- -- -" _. - :' -- _._ ._._. _. _ _. - --- - ... _ --- _- 1. PRECAST WITH PR AS CD �,,�r - _ ._ . _.. - -- G: _. �. - - Q -. ...- -- _.... _...__. _._ _. _ _ �-" �.�� DRAINAGE PIPING TO BE 6` HIGH DENSITY POL YLENE PIPE . © .-- •`" __ - _._....... -~ .. ._-. ..._ _..'- _ "-" ...... •'" .... --..... _...... ..._.. __. ___ ._... .._.. __...__..__ ----- -,; ,, - -- '-- ..._ _ --- - - - - --- - _ _ 2. ALL STORMNTY OR VILLA ,-ETH (HDPE) m 1.OX MINIMUM .OPE AND 5X IAAXIMU SLAPS �• z�- �' ra R ` 0� ©� - --- --- " -- - _ IN PIPING 70 BE 6 0 CORRUGATED POLYETHYLENE ® 1 OX MINIMUM E _- _ _. - - - - - _ ._ ROOF DRAIN PIPE ( ) - UNLESS OTHERWISE NOTED ALL - _ ___ - - _. - WITH cast ©Q --- - - - -- -- N T YA IR . ._... .._'- _..•_ -- .........•- � ",_..._, YLOP S DUCTILE IRON GRATE FRAME. - 3 - - "" - . 14 --.-._. - - ... _ • -'• i --�� 12" ADS BASIN GR COVER FOR ALL DRAIN BASIN A � © 0 0 0 ' - _. AND LOCKING DEVICE (OR APPROVED EQUAL) CAPABLE OF H 20 LOADING I ` _ _ _._ - -__, ._ _ -• _. _ -_ - _ �`•,• Y}.\`;�-' ��, •, % 4. CONCRETE STORM DRAINAGE UNITS TO BE PROVIDED BY LONG ISLAND PRECAST (631) 286 0240, OR APPROVED EQUAL � z° ' \ - .- _ -..-. • __ .._ - >!►.� _ " . -- I OP OP BLUFF t~ _ _... r%'.- I .1 _. � �..�...,. _ AD RATIN REQUIREMENTS. _... - , 5. ALL INLETS AND GRATES SUBJECT TO VEHICULAR LOADS ARE TO MEET H 20 L ._ __ _._,._ ._ '1'QP O1^ B�UF� - .-L.-, ,.f `• O Q �_ /,RFINISH GRADE I •r � , - _ _ ' . ' _ .. ' �x f,:�= BUF Etz "I SANT SY T M SIGN FOR 8 BEDROOM RE51DENGE •' i CONCRETE r;< ` // __. -- i.. ,' 777,7 '"t.L. TARP S E DE I ETE >.. / i /• .,. �S7"� ^' ' • - "'�`• .%' ',�-' 2,250 GAL. SEPTIC TANK REQUIRED .1 I BRICK UP OVER BELOW 1' IN/ �.• t- T�. .1... :.. ..,5__ ..L�+ AS REO'D GRADE 2' MAX � 1 ,i / / t^I F 1_.1 i-' ' \ r }• L �- a t♦01 rJQ.FT• 4` DIA. PIPE MIN. . ♦ \ „--`, - p O LU i _:_1= .., .i- :,,ter _ _ -- MINIMUM LIQUID SURFACE AREA OF . I / F s \.. \_,._5G F' A R 1 - ��Y -_- - TIGHT JOINTS / 1 /': , / / ..,,1.-r`." '*;;�•,.+• .1-.. i...a-...ty. ,�,...` J'a• t ..i; '',- ' R 1 - -- "' '^ MIN. SLOPE tf8' FT. x / i1 , � \10. 1IO1.Tu 15I,IFFEK^ \ '4 .-� k-t t`:'' ,`} O �t__ 11,500 SF)Non-Turf Buller � _--�7 ERO ON � USE lm' � SEPTIC TANK WITH A LIQUID DEPTH OF 5 = 2,SC % GAL. � `' / _ / :`,-? \ j.`� 150 ft.(aPProx. fixture of - I _ 1 M ! _� a \/ �' \•I. \ \ 30 ftx ,,grade and pig wf m rox.4 ft.O.C. �,`7 rRD INE I -- �_ L IQU I SURF i oUT i L •�' \'� Clear brush,r ntin9s at apP t D AGE AREA 68. 1 SQFT. w 1 ` FOR CI TRIBUTION POOL ` k r-+ Cj \ / I .'r-T pl 3-0« ♦/ ' ' �� blueberry andbaYberry - - - ----" - 8 BEDROOMS 6 150 GAL/ BEDROOM/ DAY = 1,20D G. L.' DAY DE51CzN MIN- M1. I 0• o � � < / ♦ 1 / I , - " \ ., t 00 \ - , t` ` -mo -- -- 1,200 GAL./DAY _, N 4 v r';, rn _ - 0 j / `,'� `\ � ,� Ramose brush Existing growth �- �a \ i ! i.. \ T 1», to be maintained 2 GAL./SF/DAY 600 SF OF SIDE U'ALL REQUIR> _ � ^`' ,t-\ .� ///t i W T CD 0 ♦ 7 r ,;I �� `c .\ r USE 8'� LEACHING POOLS = 60(D SF SURFACE AR S+ _ oCD=M1 AMM"M O I <: _ 25.1 S / V?=- --- --- 3.9 ✓.r. - 4 coocJoccocJorc I= 1011 O �'ti F ` II u 11 no00®o 000 L rpt O ,-- 'IV�.S q� ♦ / ` i it �� `m ._ \\ (//� �f°�y9 f� - 3 ; ' : a C:3 o 1=3 o c3 c w U (fit .,.(, \ \ ---. . - ...... . e�a� _ USE (3) 8'o x 8 DEEP LEACHING POOL5 = 24 FT. OF E, , . SEP N ! 0000C:3MC Q -+ o , 01 _ _-.-------- @ D GROUND WATER a-, U: \ _ gg_m -_-_ `-___-;- _.----- 10�.ju "- - - PROV DE CLEAR SPACE FOR 50 - EXPANSIO'v OC._ . . � 0x6 DEEP oUND DRYWELU tea• 4^� 3'- N- �, (� Q� i ' 0� \ \� Z"i ���' jurisdiction V t i- 0 I q ; :=' g,A ro ouNo - CNA 6 \ I \ '"i< \ 'k existing veQetation from ra54 m BACKFILL UNDER AND AR oGR g WITH GRANULAR MATERIAL CONTAINING ! 1 wAiE f O ^� ,� 6' ACHING MA INTO ACCEPTABLE J U .--I O -1-� ♦ ` {li REA= _-. .-._._ - 1. Q LESS THEN 15% FINE SAND, SILT do CLAY. LEACHING MATERIAL 2 1-,13 fi,GRE Remov lam with g 1 +-� U \ rade and p (SILT & CLAY FRACTION NOT TO , � SEE SOIL BORING FOR DEPTH TO (" U 11T EXCEED 5%) ACCEPTABLE LEACHING MATERIAL �;., , r.-+ " ♦ ! ` LINES line to non turf buffer,reg �,, \ ;` \• i'��-vr' \ TO TIE - - . � , . i \ \ \\ �)� �1/ ` \ � _... .. ._... '� '•\\I THANGEFFECTIVE DEPTH GREATER iii CJ � V) Ca) ri V \ - L4.:: / . % CO 11 1. + �y, --- - -. \10 ` be maintained tree thicket to -----------_ 1 /� r'�,. _'Z � •U; � � 11 �, Existing \ X 0 double 12"diem.black cherry __ ~'' r' \� \ _ to remain.Remove dead br .�"`1 I LEACHNG POOL \ 6 12-diam.ret#cedar Q) \ \ - __.5>C'`�=�=-- - - NOT TO SCALE w O O• Ul `�, -----__--- -- __ _ to rem<t rt CELLAR SLAB/ G r--� U O r ,Z, (S \ r c eda - - dta _ v IN INV.OUT ♦ '\ • 12- a_g510 50f?__- ---- - _.__. . EL. 18.00 INV-OUT 0 U S, r-+ 11 ?-+ '�� ♦ \ -- ! 4EA of 5 to remain _c5-uJORK,y ---- e 15.4 a 1520 H _ - - - - brush and small trees /' - ---------- ,_ _ -_-.-.-•-•-.-.-.-.-.-.--O _ _ _ _ .. .. t INV IN �+ I 5" + _ ^C MV. NJ � V � U U b Remora \ - ---t-- _ y ~~ ~8- 11 . •_• ------- „ e 15 83 M for pool and construction aeti�ity �• 1-•--•~ -'® _ atcle Mack cte g --'- ---- // '•�'• __ .aT.Tm _ _,.., ._ '� "' � '� iuem\ars 12"d'ea�n 15.02' � O "C� �2 - �: 4 �\ ^ ni' IPC- 1 __ -- \\ 4 / } .-rI :- aL. '� ♦., \ � �'// % /) I I ' /• ! / I t � I __-----: -- IL-1 , . i _1.. i\\ \\ �- �` // N' i ' �T,. t 1 ,,,, -eR�acf= i /_ ,'� 1 DISTRIBUTION � u � U b ` I ` \ _ I - - I 1 �~ \ ..r / ''"0 , POOL t,`iJEQ SE?ARATE I �/ \ z - /� •{ ! I ..I I ♦ 11 /�/ , APPLI.111 I , x �/yam• „�/ _f,\\,� \ �% jX �Xy j 1 - I i 4) u i x � x ♦ ri•. / r I, - - - % �� / �� L________._______ L SANITARY YSTEMS `•.� iL._ r, POOL r 'E2R:,C" , 'yam '�\� �C.. Ci..E':✓ N cai. S 4 Remove two(2)dead i" 344 k,c'- ,/\`�-/f -1/^ _vr0; - FRLV�� n,( ,, ;, /,,, ` 'I G ( TOS AVE 4" G�ST IRO an 4 5 T \ r ( "j: K,X , V' �� RcSi^. tiGE `C ��� 'n/'' , 11 V 2500 GAL. ��.- m n/ �Q p %� C .�/ "�. SEPTIC TANK F" m Ya" MIN. \ red cedars % _e -,- __=-F-,..E _,r I �I' �x y.i=' . _ ----- -- -- ------- - • �.5r0 �11� k;. BO LIMIT % ,`,/ ,Q E� G•c =' 1iI 1 1, ��IAI ,_cek� < � ^ k \J` ��V8�1 �,18}' '\�(/\�%� 1 . " \\ G_ % I r - - - - - -- ,yg - - L /Ory" _ \1`. "// .`.�,�a.e; - - -- - ,< , /- < 5�.''7� '\/,-.\,\I i • -- I I I r _ ;.Ti*"If:ei�ieHi. - 9•slnx:, N..�at4p_,,1,•,I:, . °,_ `�-l� D•�w"- ­_­ 0 1 ;1// " \ \ ­. I_- - I . E�0­Z�E- , I,11 , , _N�__ � Z' �� / , n ` < _ / h_/> I V •,,,,fit ��,= i 1 ---- - I\VI j. 1119a 1. 4 ♦ /� _ w� .'' A5P_IA,-�F'Jc AY + ~ •~--- _84w , i, -------------------- - - ---------- i i ♦ // ,Ca) ,,...` `4 , I;;:TH 5�1n FS'� .--- --- 31 34 SG FT. ._._._''� /-' `_ 5C LE I = I _� r.i © :/` >S I// ` / � �!_ -11, _ _ _ 1 I' OU UJATER 4 LOCKING / �, '� C.I.FRAME W/SOLID _-._.. r NOTE• GR ND I ELE\✓ OQ OCKJN A 1/ ' II � --�A //4\ 4V4 t, /. i_ _ _ .. INFORMATION 5, E E T 5F-101 FINISHED T PIT N ORi"f .._. �,.' It 9' � any sg t titi 1 �� E undo^t onho the n to acting . � \ I i� \ � \ 1 E J 1 .} 1- GRADE I pe mg �� >/� `_�' .. i� I I {>: \� \ an Item, n ea!of al ♦\\ /' •\s IV" ':_,_ 1 1 /,X,r �� = . affix.;...:,-C z g his:tem the s e to^ed by'followed �♦\\ I \ �' ! � - "'I' I I :_RFs \\ M 2 i PRECAST R.C. ' by h13 denature and of%ch alteration,and a \\,\\\ tx \ / / -1 i _ c„-w� \ i 30` If, �' / i� ' ` 1 ( 1 \ ; . . I E"`AiNt"�' " \ v TOP SLAB speaflc descnntlon of the alteration. 1_1 \1/ \ / ` / / ,., __5 I rR,)o/EL I/� �t:ra-' 11 / :4S - `.1i i ♦1 / `8 j oQRC'VG- COURT 1 i' -\ 6EPfIG , I 1�4 RER FT • 1 i 1 '/ ~; MINIMUM SLOPE 5 P- G4�_ ,VT\F a TIGHT"J NT . NI- ♦\\ \ i _- �"::" - `- _, I 8�m O ✓ ?C i"'CAst�IR67P!PE° ` "n\; REFER TO PIAD COVER WITH 01 wiz I Q \\\g \ B ' \' i. _= o I \ i ! a \ G OPEN OR SOL �� I \r I' ,/ /.`� �` 1 /�I _ \ =-0:-B FlELO (RADE BY.CON RAC OMAX. r-RdvEPROR DD FNC 0 �� \�-a N I \ ` `\ t /�' •_4 .'M_ o = v,'. t FRAME ANO GRATE BRICKED i0 2 > 17 \ / 1 •h• I :Jcc t I. FRAME & CRATE CAST IRON PdP > \fX it ' / \ \ / F' ?@ \ I JSpm �` ! 22 --_ Q T05 FOR AISJLJ5TMENT)--� /-- $PT(H jf RATEDC cN 4" E RIM Elkti._. / 8 EK 5 AT 6" E.W, ic o WITH TIGHT JOINTS ) I N 1 6 i- \ \ .\ / \ .- - _ - - - TMK. + ; TOP OF RING ELEV. Z' MAK \ SEE PLAN FOR/FRAME AND COVER TYPE � MINIMUM ;J ♦\\ \ / // l<<s s sic ��d \ MIN �, 12" 12` ® 1 8 PER FT. N<1 d - \\ -.\ I .2 - ��I i (FOR SIZE AND INVERT - r TOP ELEV. z) HDPE INLET PIPE OD `\\ ' e� ✓'Y,'T'K ' 1 SEE PLAN) _ _ I N �� \. I \ est . %6 . tir t 24 PRECAST CONC. in r \\ k q1 ! LEACHING . r, tti, /' � STORN DRAIN 1 6'-0` 3'-2` \\ \ ' P\ / f-001.. l• ;i, �. t INV E t�•l I�� - _ . __ e .- C / I 10 '� 5 DEEP / / - In ♦\\ .!\� i IL6C,JL�Eea __ �', _- _� ® i I CEOTEXTILE �AR�� -2tE��'!! - - -- 1 11♦\\\ \\'. •\�`\�• / l II I. •~�,\• TESL PIT-I �l ' l ._..._ _. �M 1�`-I - _ ..__' W r .. , r `\\ % '1 / / e-.* I � +r,._-.�,, h3 _cF y. !R /' / �` 11��, ��I� _ Lm L�2f��3 z=1 E+ - - -- I I D � . ; %0J co co \\ \ / T+t 1 '8-Z• .. I 8 exE l 1 / S ��liyr _ ( O U } \\ / ,a e_, O j ^EEP / .� 3 /�/�y11 _ !�ctim®� - - --- N o ! SECTION A-A UJ U \ / ^ I 1 , I LIFT HOOKS PIPE TO CATCHBASIN C� 2-9 2!5 fl��' _ - _ ' , . I i .: 9< Q J ♦\`- ;z � s..... (;`/%Y \ I - - - - - - _ I (} K i 1!I l I G I l i l l l l l l l l l l 1.,Y.7_0�_ G9 4�1 V= Y I , W,n / ! _..._..._ a / 111111111111111' _ Typ .t tt n_, - .\ i I /.,� 1 ®2��1®�Z4 - - --- o W _._._.1�2...,.TO 2/3 a 1 .��� i'.�' t / 1 !. --'- - - _ _..._. / / / 1^+!�til"t'�9�r-, - - -- 1 s VOLUME - { tom( IAS PER FIELD CONDITIONS Z �tiy i \� ser A 1. .�, i a 1- ;; - e•3 J, j'' ,` I T _ _-11"__I .ti " I I I (0 i,,-:. 7 \ I r ELN -to�^O"�s= BorroM of A A i �� ,ate \\ ��� j % /, ,, / / '� NEENAH FOUNDRY /POoGati�</�✓Gp9°'♦\\ t �i '// ea I / /('T TRENCH DRAIN A' NOTFC .V P 1.,%i+ 1 r" I � �(/I F;eO,VpG �yG S.r '� .5y �. >x I /" I / , FRAME de GRATE. '•i•t .i,y!�..,f::- j-•+- -------, --•--- =.e', o I �1 U r,41 .t'�e •`.•\ �'� �-.� 1 WcCRTS C R- I - '� , r/ /�� CATALOGUE N0. ' n .., .'Y_,_ ,n / Ix �O ✓ \ } -iJ/ 1. / ( CU G / .. •>. - ' IGROUMO WATER / 1 '/fir/ �' J' ,\ I fl -1 i` ,_/ /r.� 8 6' MIN P� NFTRATION^ , 1�+�. i . +�} e9A-D TYP EP u4SIoN Fl1oBINT YL�;ERR°E v?:.;` n. ( ---- \ \ _ . . -_ �1 ! / .�9 LEArr+N�`M.AT R1Al i `5::i.-. I G! lfv • Q N CEPrABLE / G ! E t; `\ is% �- �, � i-- �` / /� / pD „ ADJACENT PAVEMENT BACKFILL UNDER AND AROUND DRYWELL R � `' , i > I / �Z IS CONCRETE. WITH GRANULAR MATERIAL CONTAINING �; Li _y I ._ ,_/ .- / ! / � ' LESS THAN 15% FINE SANG. SILT & I Q ; -'.%. _._. ' . - �' /, REINFORCING STEEL _ CLAY FRACTION NOT TOmi - - --- p�. _ - . CLAY. (SILT $ "-¢ I - , / ♦\-.:4 L - - - -�@ / Q / �p_3 fir, � I EXCEED 5%) 1, / O z � �I _ - _ ei" �. �;. I .1 _ y I _._ .._...___ - _ ..>sxi 4)J , + VIRGIN STRATA ---� Ir. S. I �i ,� .. i III-`-\ \f, .. -� . . _ _-_ ._ - - rV) .# f.,) I �C TA, z _`` \ _ _ - - -.._. .._ .__. i / 8'l/ CAST IRON PIPE k E \ A.4 =s K e' J4, . //' s /. W/ELBOW ASSEMBLY. DRY��LL , ♦ \ O . 3` - ,,yhti9 j/ f SCALE: NTS ♦ -_ �.` r-s - - _ aj ,�,�/ 12' TRENCH DRA�1 -., .- '� - Imo` - NT_ e. -SE!a _. _ _. - - .' 7 _D E_. <R A'N!NG u1 JL5 �/ _.._ n .' -- _ - -- = //% J HCA: JL^Y FRAME SCALE NTS x..___ _ :�6__\_ _ �� I _ - �• _ _ y .^.'STi:R.. N� - - i 1 S�PT�C TAN Proler;t Trtk:• ,`J .r - -._._.._ _ _ ----•---�:-:_ / rlr AND RATE. �� '�'_'�.'_ _ �� _ a ----_______11__-______- - _- �/ 0 f A11P13i Ll F7UNDARY k'\ ..,.L,. . -------- _/ rir PAT�TMN No 2815 NOT To scALE '] X00 �1�ILI� BCH `F" CAST IRON FRAYS AND COVER covaR , ___I, TO GRACE Clears ace fora revel stem (S) �O 3 . 1 (TIGHT-FITTING TO PREVENT MODEL NO. 1735, OR / _=- SURFACE WATER ENTRANCE) 4•'D.PIPELINE . APPROVED EQUAL __ FINALGRADE i TIGHT 101-IT -• IMPROVED LOT 1 -'� + t .T...�. j NIS.SLOPE I//"/FT. STOPPER OR Ea+o PLUG 1800 BAILIE BEACH RD / , 12"MAX. BAFFLE J______________----� ----------- - ----- --------------_ --- t . _9i UP AS R.S. ONLY ' ' y� '+ Drs-naT�tk-: - - / ------- ___- ( { REQUIRED 1 I �' 1 i AP °..,/VE0 BY DRAINAGE Qn - T _ ._ 1.1 _ r r 24` --� r-_- _ - (X PROPOSED LANDSCAPE SITE PLAN -- �~ Bv�RD OF ��USTEES 1 '}� �r SANITARY �YS'I"EMS z 3, "' i Ej , A, t j 2 FT.MIN. 1 - \ i7 !rn [ i ! -, 1, A_J A._ J 1 VARIES 1 2X2 PRECArT I -_ ___ __-_..__._�._.__ I AS 3"PRECAST CONCRETE NOTE:ALL OUTLETS �( PLAN ' I n " i ` CON RETE BC/ __ ---------. .X REOUIRED 6" B"POURED IN PLACE AT SAYE ELEVATION I • 1' I I I SITE-, e. r _ I TOWN OE SOUt�OLD' I vAFnEs SCALE: 1 INCH= 20 FEET i- a - ------1 I 4^O.PIPELINE ,-_- TIGHT 101N7 30' E180W } -- ` ,y - MIN.SLOPE 1/8".FT. DATE a<-T�B 20 ZpL� act 1 s zaz� Pm S�k. - ._._.. _ 1000-3N-1b3'�13 As Noted / 111vErtT, r, �" / -�_ 2' 1AtN. Et EV, lY INVERT ____ �---- _.. _______'.�_ _".._ pw" +*,,,n,•_#•_• I - � I U• - ELEV. END CAP LEVEL _ ''I + July `Z:3, 2021 4 of 21 1 = DISTRI$UTIONBOX DEVICESTON IC-TALLED ------`-•-•---.------- _ __....._,_-_.._.._.wi I'T _ :✓'hent: I �'' . -- ",U ON ALLOLTtf LS I.� ® � � 11d:.ek.. �. �V' -- ' PRECASTCONCRETE DRAIN INLET DETA� DISTRIBUTION BOA C i ! DRAM CLEAt�O '1JT DETAIL SCALE: NTS SCALE: tits Li SCALE: NTS I'll I v I ! . I ,1 1 4 w :� WO' 4 - ---- - - __ _--- _ _ "._ _ , - - - - -- -- - - -_------_.___------__.- - ______-- _-____- - ---- . - - ! • I 2 3').3 0, W. �- }� /� 1�I /� C 1�I 8'DIA. • 4224 GF SECTION 3"=25' i e - r '�„�, •• ^""�"' _- _� D I\f I `f f-i� D v I�' ` GpEFFICIENTS: ROOF: 10 IMPERVIOUS: 1.0 GR.1VEL:0$ _ .. �.•r�' ( DRAINAGE ROOF DRIVEWAY RAVEL DR. TERRACE5 SPORTS DRAINAGE DRYWELL RIM ELEV. T.O.RING INVERT B•O•R"* MOV D WT EFFECTIVE GROUND DIS O 3 t 1 11 _ -� •, -,. EPTN lftJ PRO ID WAt EL. Cx. *1 _ _ % 1 SYSTEM AREA(e.0 AREA(e.f.) AREA(a.f.) AREA(s.tJ GOURt is .' R�O'� (c.F.) NUMBER 9 1� �� 1 _. __ _. _ • .•_- --- 4.00 4 I!o8 c.f. 1.0 3.0 "r .. •�'� ' ___ ....-• A 0 2(080 ?> 0 0 ro,1m.© A-2 10.00 900 8,00 4'.00 4 1!08 C,P. 1,0 3.0 _ ww .. - R __ A-3 161.00 14.00 8.00 400 4 108 c.f. 3.0 a. �. �--- " '�' ___ - _- " I I F A_4 14.00 12.00 8.00 4.00 4 /08 cf. 1.0 3.0 L] 1 • • I UBTOTAL 6'12 c.f. �m•�4Co �/ _ _ __. -- - B 1610 500 WOn,� 340 0 9'2.7 B-I 11.00 16.00 1530 7.30 8 331 c.f. 1.0 0.3 ?I a/� • • "�� 1 5-2 M.00 16.00 15.15 11.15 8 331 C.P. )� 6.15 t, �] (����j� 1 5-3 17.00 16,00 15.00 "1.00 8 33"i C.F. i^ 6.© t tn' •' �""- Y Y '� / ^�- �c.�, UB I O I AL 1011 C.F. • c:'Cr" If-"'-`V rr��i T�,.�.. I0ar-, /G_ X31 1101,' `� t ,� �, ",� ,` � ;�� ', C 1850 0 0 7530 E _ O I 22 00 2100 2030 IT 30 8 �� c.f. 1.0 11.3 Y I 22 00 21.00 20.15 12.15 8 33l c,f, !.0 11.15 . = < �0 �CDCD 11b G-3 22.00 2100 2000 8.00 12 5(D6 c.f. i.0 9.0 v o �0 043,30• • •.- __ - '" ®©©©0© � �0� , , : -- _ -� - ' u8 T OTAL Ilao r-S. o .� TJj N • �/ - 0���� - D 0 0 0 m 5000 1270.0 D-I 11.50 16.50 16 00 4.00 12 506 c.f. 1.2) 3.m S a ' .• , -� ©®©® �cn��� -- 1 _ D-2 MIr,I0 1650 16,00 4.00 12 oro c.f i.0 3.0 ,° In c- - o /� �� �Da�� _ ..._. ..._._ _._... ._ _.-._ ._ .. - _ _1 G-3 1750 1650 16 00 8.00 8 33l c.f. 1.0 `1.0' ILI C) 0 a "" 00 _, l(,a _ `, _...._.. _:� I. UBTOT,4L 1349 c.f. °� -� 'd aD � TOTAL ©ao©tea __ . _ - - _ _ © a _. _ _. - - - .. -_-- _ _ _ - -- a - - - - t- - r TOTAL 6 � �' �� �o � •�� c ._ - - - __ _ _ _ _ ,-.. _ : _ __ ___ , _ --- - - _ ♦ i - _ - _ -- -- -__ .._ _. - __.._ - PRECAST WiTH PRECAST OPENINGS FOR DRAINAGE PiP AND SHALL CONFORM TO AU ® .,. Q ._..-... -- - 11 - -'-. _._.. 2 ALL STORM DRAINAGE - - COUNTY AND/OR VILLAGE STANDARDS E -, • UNLESS OTHERWISE NOTED ALL ROOF DRAIN PIPING TO BE 6 0 CORRUGATED • �- -", .__ ..-_..._ __ - .- - - -_ " _ _. - __ .- - --- _ _ � PIPING TO BE GH DENSITY POLYETHYI..FNE PIPE HDPE A 1 O'.6 MINIMUM SLOPE AND 5R MAXIMU SLOP ' "� - GRATE COVER FOR ALL DRAIN BASINS SHALL BE 12 AD YL AST D �. .. _ - --- _ - - --'-,. _.._.. _ _.. - -" � YNTH T IR FRAME. - _ - - OF H 0 LOADING , 3 APPROVED EQUA CAPABLE 2 - -.. A D LOCKING DEVICE_._.. ..•_._ __..-- _.._- .. 1 N" ADS BASIN D OR L) o ,.- - E AL _ .•-• _ _ _ ""� _ � • ,� 4. DRAINAGE UNITS TO BE PROVIDED BY LONG ISLAND PRECAST ( ) 286 02 �t APPROVED' I `mac I '© o o ' , - - - - _.. .._.._ -1-1 1 ,/ ' , _ I Ol`' v� T Ll1FF CONCRETE STORM 631 40 VEO QU z° r\t -i 11 '' ..... - - - -- VEHICULAR LOADS ARE TO MEET H 20 LOAD RATING REQUIREMENTS. • _ .= - ___ •- - '- S ALL INLETS AND GRATES SUBJECT TO . „ 1. 4'' i T „1 ISH A ,-. TO, � s 4� ��I" j� FIN GR OE �UF Q I \ / - _ ti.. -�" �G �� nC 1�' Bu ER b SANITARY SYSTEM DESIGN FOR 8 BEDROO"I RE51::>ENGE '; CONCRETE G: / �' i--.• , r",,,...1 1--v.W. r` -'i " ,,1- i' `� 2,250 GAL. SEPTIC TANK REQUIRED t.ft BRICK UP OVER BELOW 1' MIN F. ` L]Jt AS REO'D GRADE 2' MAX / J �/ \ 7111_.i s..,1, " y.- t' -` ' ) T 4• DIA. PIPE MIN. r--i / -.�' ; ' p ' t� ,..> _ -" MINIMUM LIQUID SURFACE AREA OF (o. SQ.F i / i....`'.- s..t , i- •- s-...., - A R i-- �. - :� TIGHT JOINTS ♦ / / ! r-{;"t,. l \,-- , ,- R I _ -- a MIN. SLOPE 1/8" FT. / ,�t � a' ,,,,'V T L_. ----- urf " O _ _ GAL. �' \ / -=, C1 1 .1 11 NO'Tl ( B�IFFEf�i '; O S ,pp,.,,.t150o5F)No T gouffer / , /.,�6:_A� ER0 N - USE 10 4, SEPTIC TANK WITH A LIQUID DEFT4-; OF 5 2,5.,0 ouT; / �` I. -�--s" \ \ .`'� 30 ftx 150 ft.( w!mixture ' -_ _ / T t `• rant n- Rp I1\;E 1 `� LIQUID SURFACE AREA 68.11 SOFT. IN X 11 I ,/ .t, i \ ,,grade and P O.C. .rr,�- MIN, -I+ �., `/ / i 1,-.:, i {F- \ / Clear brush, g berry gantings,at aPProx-4 n• FOR a TRIBUTION Pool a ^-+ U \ , and bay 1 ' 3'_0' : ; 3'- " -4-3 L / 15- �'. j blueberry _--- -T _ / = 8 BEDROOMS e 150 COAL/ BEDROOM/ D4y = 1,200 GA=L. DAY DE51GN M MIN. iD 4-,) -" p 60 ,♦ \ I ? y � , \` �. r- - - --- 1,200 GAL./DAY - ' T - / / 1 �!_ \ T ��, Remove brush '- , ----•- ^-'a ng growth 2 GAL/SF/DAY (000 SF OF SIDE !L'�LL REQUI� `_I ' ,i !Q Existing F , Q_ ` O I ISI,TrZ al'1" \ ' \\ "!`;` /� to be maintained - 1 000000000 r •� O / \ / \ d ,\ y -! 4 I '`, „ .' \ h� •`' �- .,; USE 8'� LEACHING POOLS = 600 SF 5UJRPACE ARES :l ocDoanor000 �000000000c O ♦ \ . - 25.1 5F/ VF -- - - _ 23.9 �,F. r 1J \ m - xi ,1'11 < Z 0000®0000 0 I .�� O Q) .,� 000t�00000 A 41 ♦ I .r h d �liR 3 � 000000000 Eli _. L �• 9 000000000 W O / fro Ykh � 1 ', `, \. \ q - - -- -. .....-, . - ora - - ul USE C3) 8'm x 8' DEEP LEACHING POOLS = 24 FT. Or ECC. DEFTN GROUND WATER 000000000 - w C� Q \ \ , \ \\ ���-99-03- _ -_-------- .- IGtion �jno J 1- PROVIDE CLEAR SPACE FOR 50go EXPANSfON POOL ' fl'�x�o'DEEP 4~ - -- ' \ ' \� \ X e elation from 101Nt.jurisdiction 1 8 e w°AR ND �t + �' �- `•,� I �"x t� _ 13 ACRES Remove existing v 9 m f3ACKFltI UNDER AND AROUND DRYWELIi l-�-i O Tf a+- �' I RE'4` 2 turf buffer,regrade and plant with grass r WITH GRANULAR MATERIAL CONTAINING + o iI O ♦ \ \/� \� 1� 5 line non t 1 6' PENETRATITEN INTO ACCEPTABLE I 1�� \ t/ \/ \ TO TIE 1 m \l EXCEED CLAY ACT SAND. SILT do CLAM. LEACHING O G F () � U � (SILT & CLAY FRACTION NOT 70 SEE SOIL BORING FOR DEPTH TO U '�) 1\1\ �j� ACCEPTABLE LEACHING MATERIAL i r+ \ p I O , ,, ��pT� Mp gE v - 1 I () \ \`_ _ --- _. _ - _ -) ` THANGEFFECTIVE DYEP7HGREATER �/; t',.,1 .- U �+ ` �y �p -----____- --=- --------=----- --- _ V --------- 1 \ Existing tree thicket to be maintained � r?� �//�` � � � � � ♦ i ''' diam.black cherry I O CI 16� , '\ - double 12"' - _ r ,, \ \ to remain.Remove dead branches .',� LEACHING POOL � � �- \ ,\ -c�r Ute''- �'-- - -- @ e....�. 12-diam.red cedar i !'a ® oE iii ® a) O 0-+ N 2" ---- - -_ - INV_OUT i LAR SL dar -_ NOT M SCALE ,� _V;11 �`� � .Y re IN / ♦ \\ - i 1 diam. d ce 5-� - 19 EL. 18.00'A INV. IN U O �• 900 to rer"M.1 \ _ o remain PCSED UO�G:5 t= T-_-- _ _._.._ _ .. :I e ! 9 15.45' * 15.20 , - + Q ~ T GE B/ Cs �� t ARcA OF 5 ,• 1 'a Remove brush and small trees //__ __- ------ --- - •_,_,-,- - _ \ INV IN N7 ,� f _8- ._.•_•_. 2.. a 15,83' ---.----- 01 1502 __' (� O -0 ,,O for,pool and construction activity ' _ ,.y/ _ --�-,. ��_. - 1 I•Me b!+ k the y --- - �- I •-ra Rasrfaore 1 diam ,r, ; 1 i "' I \. / - I.- .- "?CC I , - 4 . / \ �* i . -4 �� _1 1. \ \ •. � //10A \ . n \.__-.\ 1 ceESR =_RRacE I _.. _ !- ,%j< 1 DIS OX ION ! � N � 1, I O m SOC_ ^.4.r✓ ( \ � /' t 1. / J m z �/ /X�' . 1 ♦ \11 / / 1 I /// ♦ .A !, POOL U,,DE,R 9E-ARA I �C � \ _ _ - 1,C\�' '.. ,�\ �' _ // r �. App, G.2TICN ,;i, I �(X'V� �L.,, '�/n ,/ X<�,,\'/,-,,n\, �,x-\�h , \ }\ �' / I I w \ n . r -_ Ay x 1 -- -- 4 GArvT I ON g .a, I \ 't\ \ PCO'_ a TERR:+r"" i\ R.. OL�� ��\ �`��,'�,\ \`, .G Z III ,,? / \,: \ / ' I N 1 AO NA ETARY SYSTREMS I cn I -' --- two(2)dead `' 3»a gc- 5 n RA �� Remove11 iy \ '`'\'r ,C' �=� n� x r: !` ; I B O UNIT , _ /x ,�(hy r ( A 1 "\�'� '�'" ,r y:` �2C�Ji✓�QrK '��x <x < , X \' - 1 2500 GAL T n \/ I S' na Sr' F=. a oa: m / , � \ /u -` F'E'E e Ye" /FT MIN ♦ \, red cedars j _e -d_ �-__ -R I- 6 /u � FF.Ei', ^� �_ © �; ( 3 ; .\ I' -------4- _ - --- _ - SEPTIC TANK a l.50, .: }}}77K�� /l \ ! _ r- r 1 I I T `n p L i <`y Y `y8{S€�� OM / \� \/ ✓x i� 1 t ♦ rm// .,S�c_E�'\ I..I i' �, Is�'re='�'- _^ �,\' "�/GF '=�,' '8`.�✓' \i�'•amu/\` / ' �I 1 •I G� \ 1 - - ---y�'e� --- ------ -- ----- - ` ��- 0 - .•."`t', �s/� „i:, _..,... - ---- - .ix \^ ',� FcC Si:."'�,ls,\ •\/•%\ /�\ , _ I - I' '�`ti C�' (3:, A�,'&,,'F?°R._ sp`! I.._.. �G, y/j. '` Pa.f r , \ K \ IiV - "", I ,I 1\ - - , T - ----- _ _ / QJ / ! �� ! C = "n V' ♦ e ti,,~ - -.... A5P«IAL �4✓�•l1Al I +;�_ ,,"I •p. I ° -1 , `� = W_, �.. ♦ % /� hcA " ; w T:+B,.oc FCjRB , _, . ----- -- 340 5OF'. / --------- - -- - ---- u u C.I.FRAME W/SOLID s" d P F a _.c '� /, 3134^SO y� /: 1 S _ _ _. SC L E 4 - i 0 L VER AT'GRADE _. . �`� C_- � n+ A li i OCKINGCO �}J�, ' �` � ' 1 NOTE• CxROUND UJATER ELS �/ �D • // �k ti \ I II y \\ '' SEE TEST PIT INFORMATION SNEER S�-101 FINISHED GRADE It I's he any Pe 55acting ti - _ _ \ / -•=•.-. �^� -�•_•� � I 1 `}. ono the' nye t t,toalte^ (�� 10 / / •1em " ,\ :s, I I , ' 'e '.� ' i M M a ChI an ttect Isn I 1 r ct 5hal affix t0 \\ /\\ { 1 ,y i r }I I /\ _C, ' . \..\ \ Z 2 his Item the 5 �'ie r tered by,followed \�-J ♦\\ � - /' /' � I 1 '\'\ , V - moa � y 30" � PRECAST R.C. by h!5 5lanature an of x ch alteration,and a _V;7 \\\\ \ ' I F� T � s ecrf c / I / 1.. I x 1 v OP SLAB p cle,scnptl f h I ra �' / IAO I I \ ! I E/_4ti5iC`N. ., 1 nn o t e a e aon. III ♦� 1 '/ 1 /\'"-- 1 o'^,CC{�jr �.C�UR7 11 i� 6EPTIG ^\ / MINIMUM SL PE 'i i i �'.-. - . 11 \1 '' * ♦\\ 1'\ I !/ liE _ 8.-'cz - _..._._. --I'- - •.\ I tgCm SG FT. ,r; C4F� TIG 4 1.. %'•t � ' /�� . IC) \4r 6 \i `= __ - t '\.` I I f I 4''Cas7H7LMYPPE°�\\ �� OPENREFEROR SO D CTO PLAN OVEP.--. WiTH TIGHT"JOINT �� ��I N y� \ \� / \ ``\ 1 _ .___MIN - RADE BY CONTRACTOR INEINFORCEO CONO cN 4" CAST IRON P� I / \ ✓ r, 1 GE AND GRATE BRICKED TO \ VQ I . \ / p` _ FIELD (ALLOW +` MIN. I MAA"� VcR C 'cv = L cc �, �?l \ff� P I h' i' --= FOR ALIJU TMENT -- FRAME & GRATE 1 P (H R4 I PE , \1 t \ \ h �e �` \I ✓�' Z�mm_ \' 1 R+M E \ /� B P,IICK/�5 AT6" E.W. °W . WITH TIGHT JOINTS 11 1 " \' RAME AND COVER TYPE PER t _.,. : SES 1 `` }r Lam'. _ o .J � ♦\\ I "�'\ �! / / ! � _ - �-• - � °o i . i � A / 2' MAK.` j TOP OF RING ELLY M'N \ SEE PIAN FCR F 12' 0 12" MINIMUM » �J bID /: HDPE INLET PIPE ' N \\ \ �\ i -� .Z6 I � (FOR SIZE AND INVERT _ - r -- TDP ELEV. CY ., N \\ t / ! an, �b SEE PLAN) ` i 1 I r� �'. I \, �t.1 , •/ _. _ 1 n" _ _ __ PRECAST CONC. n r n \\ < P\ I \ LPEO°GOL-33 i {' I 1'! f�9 t' - STORM DRAIN 8' p` 3_2" v( (Q 1 O I 0 _,DEEP l INV E _ ♦\\ t� i I I`L f30UL�Ee:UA•_ W __ = 1Ri l I GEOTEXTILF jAt,94�.\ �2t�T-`912 J'C'x - _ ___ I1 . \\ \t-. \, � �'1 % I i \•\ �91 PIT'1 j �' / -. c'_`_^ �9 �' a I , T "ty,'�1 % r r ^• 1 r.---.•\ 11 0 -vim 1 i / w ■ C \\ / x.a p I B exP. ,/ �I.aua I - i / a� w 11 T ea r � ,. F T - _ _ _ SEC ION A A • Y ^EE � � C n \4,. / _ Q ♦1S tIii U \\ i / 1 - i / / .- '� "- "" LIFT HOOKS PIPE TO CATCHBASIN LLIE`l (< 2�S F �? - - -- o a J /, I ♦\\t� �._ -..-'I --\ ���� \ j - --- - - - - - - 1\ r I It �A 1iIIIIBIiI1IIIII111 •_,�• - `!1__4"��� - - -- ' W ON \ " c,r, \ / \ i I - - -- _ . - I / O�� eIIIIBEBIIIIIIIIIiY P I e ,� i-n .u; \ i f(yy-�� , �' 7L�[�2'9C"1 �Y1 - - --- 5 : 1/2 TO 2/3 0 \\ rho 6 1 1 I I ! lJ i p w nooll", _ _._ / II /c nvEQ �� �� �' 1 // ��� /- - - - -- - - -._ 1 B_g �, I )nG97-t E Yt - - -- A VOLUME ((0 �Ey \\ , - 1 ,�, / - / ,,�t /' ___ AS PER FIELD CONDITIONS I I) Z D yO�tiC'�� .d��\ i. ��' \ /� I j/ 0 NEENAH FOUNDRY - - __ _ 11 i ( 'i? ,. A P \\ '� TRENCH DRAIN r ' I I , Q U Pp-oa GU P�•Gg!rte✓ "" � ,��i ,y I / / I '/ //) FRAME GRATE. �'4♦ .��•!I1.�i•:' __ Af_NOTED�N P' 't.1-i",-' :�" p /' ,J�}• C-.1 \ �•� as- i ti - I MINIMUM i0 I3 \ _�% I RTS C I }- G CATALOGUE N0. „ _ �'0 \ �, ' / 9 7�O ' I ;'. R-4990-DX, WITH 8 TER FIBER BOARD �' " W „ Q \ P /� 1 - I /! CURT /' fq / ' " TYPE •A" GRATE. T� EXPANSION JOINT WHERE 5 MN _NE TRATtON' °j GROUND WATER l N _ INTO ACCEPTABLE t �. ry / �'• i~ Q \V \ / ! / / LEACH NG MATERIAL �, ��=-BACK LL UNDER AND AROUND DRYWELL % /` / _ `/ OQ „ ADJACENT PAVEMENT ;' \ %/ 12" IS CONCRETE. ! WITH GRANULAR MATERIAL CONTAINING j �I ,i Q Q �- / -Z' _...__~ / / - / I 1 LESS THAN 15X FINE SAND, SILT & sI> I D_1 / Y / / 7 REINFORCING STEEL _ -__-_. f; CLAY. (SILT CLAY FRACTION NOT TO X " ♦\ :z - `­ - -°.° D Z / iD �` r�. , EXCEED SX)& 4 - 1. - .��mi ) � II elb I 11 _ I - VIR S -� ' - - - - _ -- _- _ d CIN ?RATA - o j _. _- - -- �I <_ 11 11<1_ \ ;;, - __.._ ..._, ._. . _ ._._ _.,.. ... - ��� *0 CAST IRON ♦ \ , Cc '_`` 0 _ ..-... _ _ f4.- / 'r `/ W/ ELBOW ASSEMBLY. . '_' : \ I. a _.- 5• /t'•6/ / SCALE: NTS DRYWELL 11 k PIPEe ,< 1 ._ , -_, � .- . - -SE T , _. .. :, __. ^ ne\ tD ELO G R-_.-_- -f - - - ` HFa SCALE. NTS BEI--EN TED _ 6..�.�_ : .. 90 V r a.,�_ +G" ^-------- --..___Y__. ,..,� .. - - f / ff��� 0 N GFS E �E1 1 ��1 /�A' Pro; ra Tdk.: M 1 I ...r... , ----- - ---- _...__� .___._,____ __ / / It NdP'8tLL FOUNDARY 0.J T/'►i R I " �' "'�'�� �• �� N= ------- ------_.,- / ��_-` nt�V, PA'.ERN No 2815 CAST IRON FRAME AND COYER , NOT TO SCALE j_, S �� 23'��" (,() �"` ' ' "--- - - Nei��_ �-<-_�- Clears ate fdr a royal Stam (s) i 900 BAILIE BEACH I � . CAIPIXLL FRAME dt COVER / _ . , MOOIL NO. 1735, OR 1 3,8� I _ _`- - ` 1 (TIGHT FITTING TO PREVENT SURFACE NATER ENTRANCE) 1 l"0.PIPELINE FINAL GRADE�� 1 t TIGHT JOINT APPao\�o EQUAL I IMPROVED _ r i 1800 BAILIE BEACH RD / I ■,r..r.� YIN.SLOPE 1/6"/FT, STOPPER OR pro pL� I / l2"MAX. �J BAFFLE ' 111 - ---- - ... ------- - -_- ---- -- ----_T i ' ,-mCK UP AS R.S. ONLY f'-'1 f ' "- -- I 1 A i I ( OrawrncI T:djr�: /� - ------•1 I REOUIRfD I i i DRAINAGE N � " 24• G _ , --F1.�_` T� T" . _ `�I Rr�I F . _._ y-+ \!{( PROPOSED LANDSCAPE SITE PLAN 1 l ' - 1. _ •- , - 't -2'K2' PRECAST AS 3"PRECAST CONCRETE NOTE ALl OUTLETS I ; - ~V;.. =v �,`-"__ _� . + I'TRY SY�T S � _ SITE PLAN VARIES II + �E I rO MIN. PFZ----•--_ / ' ! ' . CONCIRET IROX REQUIRED 6" B"POUIRED-I"LACE AT SAME ELEVATION I 1 _ SCALE: 1 INCH= 20 FEET �-� -2�•--- �-- e 1"0. IPELINE I. ;i I TICHT JOINT I I �l i 30"aBow i + - - - itlN.stePE)rs",FT. OCT 1 8 2021 Pr _ oe,t+r: Scale: 000-9 -03-13 AN Noted 11 45' E1BOMfS / --- INVERT. 2" 9;� L---_- ___ I I I - INV / 2' iA1Yi, ELEV. a 1r%• E Ef T . 1 __--__ � ''Y' _-_-_,_-_ Au1y 23, 2021 4 of 21 I , „ ENrJCAr�t.tbF,,. ,1 i,, ':I ;I- ' i ,:g DISTRIBUTION 80X DF'!f('ES Tn fTf I Al.LED 5hect: t """""""`"' •kr;" c -- "':2-n ON ALLOLITO r. •1_', W WYE �� - ' 102 . 00 PRECAST CONCRETE DRAIN INLET DETA� DISTRIBUTION RC1 DRA CL 11,11 \ ill wwT DET _ - SCALE: , ., .. ,. I i . • I Glen' ldsmith, Presidents Town Hall Annex A.Nicholas Krupslci,Vice President 54375 Route 25 Jahn M. Bredemeyer III P.O. Box 1179 Michael J. Domino 0 Southold,NY 11971 Greg Williams �� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SUT OLD Date/Time: itI3;iO 3;iCompleted infield by: Michael Kimack on behalf of MAZI HOLDINGS, LLC requests a Wetland Permit for the disturbance of an area fifteen (15') seaward of the 100 foot setback line at approximately 210 linear feet (3,150sq.ft.) during the construction phase of a new dwelling, pool, staircase, and terrace landward of the jurisdiction line; upon completion the disturbed area will be backfilled with 26.4 cubic feet and reseeded with native grass; and for a ten (10') foot wide non-turf buffer to be established and perpetually maintained along the landward edge of the top of the bluff. Located: 1900 Bailie Beach Road, Mattituck. SCTM# 1000-99-3-13 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment ✓ Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: - ALI, - 6 have read & acknowledged the foregoing Trustees comments:- Agent/Owner: Present were: '/J. Bredemeyer M. Domino t-1/ G. Goldsmith N. Krupski G. Williams Other -_. 11",1.1-11:.+y___ • .- , - uw,:wL .:,,.i. •w.to �z 11111111 I 11111 III,III 111,1111 MAJOR DIVISIONS °K4" TYPICAL.NAMES 3 3.S Q' 1111.1111- - - . �._ , . GC';SE `✓E'C 5-r: aY�+eoLa w - ,/ C-.II SEPPE AIR�INF=,, Fe.-•, w -"'"- w .. . - � C. o c-:c-15i w 2 3 4 w °�31 Q 11 - �_ ," ......�` """"�' I ;.. r CAl-E: f^�;" I�, 2CJ2! 1 w w - Li)=,4 &e* r a,r^ I GIA! 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Q __111_1.. __. _.._. _.. __ . - _ ...___ _1111_ to .. ._.- 1111_ __ _ __ _. _ - - - G- Q J P -_ 1 _. .1111 � �=1111 1111---- _. ._. ...- _._ Q - __-_ 1111... - 1111.... 1111... ..._ 1111 YFl A Q ._. ._ YE NE SANDS OR Y 1 -._ ;- ",.____ 1111_.-__ .__. - _1.111 1.111_.. - a INOROAN 0 VERY EY SILTS PLASTICITY ,1111__ . .. -� , ilf _ __._.._ _.__: __ "' ___1111__. µ, __. _- 1111 o } ' C Q ..__ :'- .=' _____ 1111-- - _. __ _ cr : I � � Q Q ___- __. _1111.- _.. _ __ _ 1111_ .__ ... . _ .. __ _ . ..._ __ - __ . _ _ _ - iii.. �.. . ._. _1111_.__ CD _ - -__ .. 1111 _ ?- Q _. Q - - 1111.. .--_ - - - ' -.__ -11'11-1111 _- - - Q ---- - - - _11.11... __ - _ . 1111- - p - _ _._ ._ _. -_ - _.- -. _ _ -__.- _1111 _ - - Y ___- _._1111 .__.__ _�- _ _ _.. _- - - �. T~crtYcu+Aveu ctA • 1111-.: __ _.- ___._._ .._ 11_11_ � _. _ _. _ , ...-._.. _. _ ANDY CLAYS, ILLY CLAYS,LEAN CLAYS 1111� 1111-'-' .__1111 ...___ _'... .._ ._ 1111- �" _ .' 1111 � _ .___ 1111._.. ._ � - ._. ._. ..._. .-�..... .. 11.11' f ...._..... 1111.. .- _1111 . 1111 .._. - ,_.. ... .- ____... ___1111... .._ _ � .._ ...__......._ 11_11- ` 1111•- _1_111 1111._ ._1_111.. --_�1111._ .._....�... � .. -_. 1_1_11. _. _.-._._......_ 1_111 __... - _.._ ___... _ -_-' __ _11.11..-- _ ._ ._..- 1111_._ ___.. , .. .._. __1111.._ _-- -`_.__,_ ;. 11.11. _ .._..._...__1111. .._'1111'- 1111.._ _1111._1111__. - - 11_11. � 1111. _ __._ _-� _.- -1.111.. � _. ._1.111. ._ LU �. _ _,_ 11_11_ ,, '., h __ - -11_11 .._ -"111.1.._._...` __._ _.._ �: ,, ,. �-' �a-"',�,F ORGANIC SiLTS AND ORGANIC SiLTY CLAYS OK LOW - _111.1_ _. ._ _.._._ __1111__ ...._...... ..___ __ ,-;... , 1 r. , ___-_. 11_11" "s-._,. t -.......,...t,-" `..�'+".. _. _ 11__11_ _.. � to .a ,-_, �� , _ _._.'. 1111. _._ _ _ .� z .-', i 1_111 .._... _. 1 I O BL I .. ., ,.._. ._._..._...._ _.._ .__- 1111..-• ... 11__11_.. ' - _ 1111.. 1111- _. 1111 ._ 70P -:�-. .- _ ,,>.._., _�-11';;11. ', '• \ �: "` '�' y ' ',' ' - 'CCP O� BLUFI= 11",11 ,.. .. � _ 1111 T.-=.- l l..t,1111{.,. ; � .t....i 1111' / + _ �. y _ .-- _>. s_ ..,,.f ,,. CEOU9 FINE - ,---.- R l y .� "j..".i- - "�`, * , E r^.Y:.:D Cr) fi) c� INORGANIC SILTS,MICACEOUS OR OISTOMA - _' i- /fir . ', 1 \`h \,.. , �� �- ,,,..r h . 1111, - -c N ..._•:✓ G-IUS._ _ F r'� SNF. SANDY OR I TY T i-.? .f2`l. .l- i j_" .�. 4 c9i S L SOtLS,ELAS IC SILTS . rr -'' / // .. ..- ....T"'/"., t " 1 t. 1.,..., 1 _-.'S �� \ i ,i' UFFE \ h �,.�' ,`kti "•t\. _:1 + w �.... ,; , 1111., it 'G L '" I -,I a - - ,.-...t , .\._:: ._+1111`'_.:, - .';, _F" �"lm :.' -�m NU rURF BUFF f2 .e ♦, / ,=t" -1-, \ '\..., S, _.. ;�,.,..'11 1 ,j... , ! �. %.- , ... , - l- u� F_ (� / % OF '` z i h INORGANIC CLAYS OF HIGH PLASTICITY, A '1111:T l��Ul=1= -4;-.' ..: \ -" - .-i--. °�,�. G CiTY,F t CLAYS L,.'r...'t- 4 s- % •'' ICs AT 0tS / \ INC't _ _1111.•. w r A , C ',�" \:-+" h ` ' , ,,\_,{.- , ; •t" NT fib' .+w w........__ ......L..,..i:.,:: ;,-.....1 J-{" ,�, % N H I �.--� / - T ,,l�1)..; ,, ,1... , •, i :--\ ." ,,,,, .,•. _,...>....... 1111._.. .S.-.....> ..F.,,.._ . \ \+. '__"\_ \: NQ ...._...M�`', -r._ _ L~fNE..:� 4 1_.. 'it Q T ^'1'-: 10:4F 6.n. / PLA ' t,_;,1 , i , \ t..`' ; ERO §O_ v/l q Ax �� .,r . !:._.= 'Q ; .t a NO"TUR.,,..:_B FZ`S -'c: :y. 5T 4L _ " a _ r l E' TuE-*� CSG° MCS J �'' c. w FF C3 C✓ / _ 1111. __.. \ 1.11,1. {1111._, a GO 4 i _ I _. U a\ . z< J F MEDIUM TO HIGH PLASTIC t.' UFFE `< `�"� � � p�„� ORflANiC pjb 11 i '�.:'`' !- `'; - \ COASTAL ERO O - r-,c - ctarsO rTY _� I I •1I"tL �' " +.> :. S "� \ �. T; OF I iC�' C7 ORGANIC SILTS r' / %, /, I rr--, F-1 I �, .r`. H ZARU LINE 1 - LliATER: __- -_ ' , -:,- r ! ,�" , _ --- - 0 "• _. 11.11.._- _ 1.1 11. _.._ -. _1111..___ - r..- -� ^P DIVERSION RIDGE REQUIRED 1 - r G'E� :, ICN _ }7 ! F `F \/"fir _ - tTt WHERE GRADE EXCEEDS 2% 2 OR GREA ER a 2� ` f j ,,tiE` /�\ _. _.. I p 1 TCF -L - .t + � 2 ------__.------- ', �7 \ 0{ , , i ( { _-� `I \, , oo ___... 11.11... _1111 _.._ 5 N�. CG .. ,_ ROADWAY /\ \ ° G ' :`. \ \ \ cin I' __ '_... _r R^^/E _ _ _. .- ... 1111---- /�/�/�/\/\/\ \ /i �'. Q� , 1 - a / \ !,r`, 11.11 \ `. , I w. 1111_". 1111' \ _.f//\\/�\//\\/\ \//\///h� / /// I 0 o Ii r \ \ -__ ___ ..- \ \.. - () _ -FILTER FABRIC C J U' C) W-; \ _1111 ,\, I � � . F. jl� 0k� I \ \ ' \� 1���-`3 - 3-13 _1.1.11 - -. _...__ 1.O . _.. .__.._. ..._- _.1._1__11 i _ -� U3 T--ACE cF - �-� �„, . .�..., v c) 0 �� ' � Y � i ,\ 1 = \ 6 �� W !RG�N:7` W-`7FF 7NC::;N'E �............. NOTE: r1 •� r� 2.513 AGI�'E �' I _ o .G 10\ �) \ \ �,���� \ ���1- __ .. - I f7i EN;., C FIT OR CONTINUOUS BERM OF STRAW BALES, SANDBAGS, Y OREOTHERBAGS, STRAW SALES � APPROVED METHODS \l n ,\ \ Cl �Q LINE5 t \ -_ __ _ ._.1 r" EQUIVELENT HEIGHT TO CHANNELIZE RUNOFF TO v -+-a \ `rL V \ \ -.-'` - --__- � CSI O BASIN AS REQUIRED. i.� C. Q �•-+ o r SPILLWAY P� . \ \ j r, 0�� � \ ` , iTi SUPPLY WATER TO WASH r-, r ) \ `\ _ - r J C WHEELS IF NECESSARY `a-) C. > D U �'\ � G �, \. `, _ "`.. 1 1111 __ 1111'- � _ � %,,\ �, \, ,, � ,,,- ,, ,, _ .. - _ - 1111 __1111._._ - - -_1111.. ____ -�_�' �) tl� w 16� \ \ -, I --t- - P I � _ _. _ _ \ \ C7 -� �' \ - _._ 1 x5.1. I `� 1111 11-- .., U) 11.11. _Iv� _ __.. \ } \ 11 1. 7 ryo FLOW I �� FLO �/' �/ c\ \' \ 11, -- �_ -e�=AGE- - - NO E 4 �.i �J O a % \ \ ---------- -, \\ r^c GeOGC`ED 4CRK f5 4"L�50 SG FT_--- ---- - �\ SER LNITEr� J' I G iiE �.e" ^N' aasIo •o °a 'o_ 0 0 0,• .o Ui •( •\ \ .'-.4EH OF p15TU P._- ------.-.--- - ___.__ - _. 11__'11 - ._. ._ _ w, M A' I d 2"-3" o � r-, \ ------1111-:-i - e c ( i Y �k r- \ \\ --- -- e \ I , �EENTE :I�� T` F-'FE� i01ie-C C- F'h� IN � �oov COURSE AGGREGATE 4 oop 12' MIN. J" r^ C) t✓ r, __--- / . ` _ _ __.. 1111- MIN 6 THICK 0 \ v J Fal i mea G<C l\ iJATE TO GE TEL. 1.Q> G _ ' -, \ Y// o w L_� ' . \ \,> `•. \rl �, _ - .. \\ ._ _._1111._- c% D �O O O •H J .. %\ \ \ .>�// .. 1 ..._ 1111_ _..__ .. _ +21:Im - _ - - .. _:11 .... ., r le � � ---._-_ � .ry `+'-, •V, /--, ,_ / - - - .. e Zk 1; o a o ava`.m N�A \\ \ \ ,)./ � `.. ,-` 1111... 1111. F�-- 1111 1111-., , // m _ _ \ .\ \lrj .�'�L�? �. 1111. ._ ........ C,. :+v \\ i (`•-'"� .'.y � �� ...1 _ _111__1. .^ 1111 `..,�+ _�, 1_111... •1111 _ _,".1111._ �. \11, // N > // '` II 0 "`' j` I DIVERSION RIDGE _1_11.1 F•-_ _ ^ _ 1111 t. = 3L-C' to •-_ I eE_"R cE2 CE /� . .:5 5 \I . .__ ..111.1._.__. .._ _ _...__.__ 1111. \ I 20 9G F \ .1111. . . , T U �/ ��\/\\yX� \ IL i U '4:d ,,.,, r.,, "�. '-*f q /'\\/ _ = .1111" - -G- - ` 50' MIN. cam.. �-e ' // - _.>. .r`...0 y ofir... f-) '- - \ --. . _.. _. -I ,.- ,I , i _ a , C...,_�_; .-� =+-{ , ,,, t 1 4 !gym + \�_ I , 16� t ti, _ y , I M /\ \ 'i,. // y 8 PAPATE r /, I .,r�i \/ \ �'v k PLAN A i=C GF , ,, \� .\ 'v.: UNC- 1111. _ , t' _ * \ // a j. LAp?LI TIO / \ g3.sf\ � I - -- - _ �\ �%A /\j \/�\ Yy> 0 r �\ \/ / l\. 1 NOTES �' �/ // \ ;?r �Y_..__ \x ''\/\ /\\' /�' x> Q�� �}'�\&'\,\ \�u\%�/' j\ I I �_ \11 \\ 1. THE ENTRANCE SHALL 8E MAINTAINED IN A CONDITION THAT WILL PREVENT I 1\ // PCC a TERRA - / �X X/\' /x ! c _� T"E,> \X�r' \x/ \; ` „ l N 1-`meg'r G'A_\!. �L IL ^a (�� E BOT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS.. THIS MAY ! '.j 5,^=r. \/ \ . \ k- C`•' \/ {/� i REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED 5:nr,e 5" 11 \ - \ TO TRAP SEDIMENT. rf ° "I", "1`rn ( X / i-;E51CTN'_E x \� i �\ 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO I A� t \ .i CC,_Fc^.E CsA-=- _.r- \y \\y �,/ X `"✓`- _ ,\' Y \ >,-,"--' v '\ 11,,11. // t. .:8"7 - -'A 1- - _ a FR PG' �" \,� , PUBLIC RIGHT-OF-WAY. r- _ /\ \/ it G-3g GALV. F'05T� / h/ I. - i\ @ _�1 ;�, \l �\ ' axj \ \ ' I '• I F'k 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED,.. ,...:�:)) n// s "E, v' ' -I 1_ ,&/ ;/ X �;'arm` g" /� / )` //\j cam\ W }i CRUSHED STONE THAT GRAINS INTO AN APPROVED SEDIMENT TRAP OR �E�AIS I I / \ I (q x 11. \ SEDIMENT BASIN ,'. w • ��i. h�/ \?'�rr� x\ / \, ,� ./ \' N< I' 1 ! �ej P?E.R ^t3 Cy/�. n>//\ I - 1, I ? a„ :y. s'i. \_. / - \ %\ \/ .._1111 _._. r c F .,a^ . ''g �_ L/ - _ 1z _ y' �I !N LINK FENc IV /<' ,,,, 111_1 .` �`.: .F,C - - , ', 1 .t -1111--1111 p W \ r�t, � ♦ n') s - l �. _ .1/ \< -, /\Y 11 i 1/1\'r L ILTE TEMPORARY GRAVEL CONSTRUCTION Q� �.A _ „ - -�e'vEwA` , `T� // a, ggp - _ P ENTRANCE/EXIT DETAIL , (� 'J1!r.-I K .. - // E OSO �J �v i �. lC F7 , , I1., i i. :.,: ' _ // � _ �. . __ 1111,. - - ... SCALE NTS ,�..1111. -_1111. _ \ TG u*�_ K)\ /// - _ �' - _1111-_._ - - �'> t i\ I r ! 5 NCBA�S ^FT 1111 .. ...__...... 0•/ / .,a i ,,,� .\„-,�F s1�,,,..`..,1111 �` bride,: _. �P -•5 7G rl� o,n the I. nse /c ,�/ EXTRA STRENGTH FILTER FABRIC ��, , 4pJ.1 y� '" I � '�/� i�� ' � 'S.t ;,,to alae. \ , .., Z +, ,,.:,. ( i 1 ^ y ; ,te^ : n eal F \\ 0 / \ \ NEEDED WITHOUT R M "" a o an r \• WIRE MESH SUPPORT affix....._.. _... . _. ._.. . ,1111. ,< ,- \ , •� 1 a�rhl', �� r,. l ct c \\ ! \�: `_ �\ " t� r"+-, \ \ � Sha'! . . 1111 < ,� '� \ - \` c a o \\ \ s� r`�' %,<'@;a "`` - I it his ii.em the_ e _ _, followed m� i ^^\ °..\ x t �, G' \ I c STEEL OR by h'S s:gn,at re anus *�C'F b \ _` , .c'U SUCK a'tF'^aC n,and \\ R-^ woQD POST ,' o ` 1�_, "°' "� rrfc de c on of theal e ,\ / x ` \ 11 //' ren+.. p r \\ 30u, -' \ �" \ I' ATTACH FILTER FABRIC ( ^. c l > SECURELY TO UPSTREAM i 1 U E M '1\\ 0 s "� @s :' �j2 JE �\ '�(�e\ j:. i r" r' :I SIDE OF POST r �R � � _ �!:�_i'! // I .`.� '^,"., `C. i( \' ..,\ 1111.. 11 I7 _. \\ \4s '�' i ELL cU� �. - �� ^, )a kw 1111 - p .:s. I h O +.;n:: c - _ CCP.501E O � I I � + ik / / .r.:.�-••::.'11'11.:"� .� ' 1 \h \\ u\''` \ ��:.,�s�`e�'9 \ i j "~ :i 1 I ~/ -moi - i '4 \\ {" \,, / 1<,s •. " ! \\ 10' MAXIMUM SPACING WITH N J ;< =;r„ I t � X , I - __....._ _. .._. .._. - ! % 1�' G�' \ - �T-- G IL- _ - 'M,,. +_ ..,.._. ..N _/_//7\/_//7\//1/7\<\0/\// \//%\//��// WIRE SUPPORT FENC 6 \ �a \ \ 6 MAXIMUM CING WITHOUTOD • E ._1 \\ P\,\I'I T \, � C 2610 6.m / > /' ( / t rl �, !_� �'\\/ \ WIRE SUPPORTFENCEN i \\ Q Eg 11 Y ' ,;z . :,1111- -. _.,11_,11. ......J4 11.11 .v ..-_ . t �.z \ � �. :' ; / L �E'\FCS � EBF GKN,: O^I- ".- .`.la al L' `y`\ P\ �•:' i' ,;�\i" :;^'�q...\C.'f.l R,,..;r�•Via, i rT - ,-o er. � _,�,. `�, .. • L� :: ;,>t:v`i..`, /.' ti / I 'C 1 E �' � G'F X ,J 1 , . }'`� ,\\ 'l:o w, ¢ +. r r / /. c..'T4\rI ,A'c:ir "'�GG i C'�, ✓EN6 T {4 � ' -`I STEEL OR WOOD POST z LO 1. t\\\ D 1�- yup I 0\ '. 10ULGEe W41-L5 / ,' � 1 i \I } 36" HIGH MAX. () h \\ `,' \ , 1 iU 1 ' resr P!r-1 i 11 ! 5C! M TEi ICN _.E F €rw ... � 7 i7 .-- FLOW `\\ ..."S\, _' /, \ i1 , ' r' - - r ' !L` `.•N. T G:.: .W"�."�..� "•.. ,_ ----"�ti '{ O .., `�� , It- / // ." .. _---� - C =NT "`•1111 ,�, / > PONDING HEIGHT PONDING HEIGHT U \\- ,e "•1 001 + / / �+ o' - R �7. 3/4" MIN. DRAIN ROCK `j �J II ' ... ,&'\ ,", i i �-\ I MAX.i' \ w , ,-- _.. ! r \�i+ f! I - - /�f ' ' // // � STORAGE HL . , \\ ��� >.' I 1 \ _... 11 - 11 _ �� / / / \ f2I �``- b...,- i \ ' _1111.-. _ _.._.._.� V h J f. 1 _ / / /\/ i/\/ , 11 \ •\ 50.00 6" d � y \\ 0 <<.r_ .. _.._. -_ yr + / /�, - 11 11.._. 1 "I ............ ............ I ' l l 12 '�\\//i\ '�//�: �Ii�% �j/T�//a�% � 'r/ !'.11 o; \\ c'w" G_p.,GO .GE 0�2.J i_ � / � r • /4' � �' ��.. /\ / / \\ 1/111/ \ \ \\ I'll wr,-_' tiG tG "%\\ 'r /. /� / \.`.&. MIN. ,\\ , `/I 12" MIN. \j )%\X/ o vim: "L. ',pP ,,;� -- \ ,/ r'.„' 'C%r" -',L"' / j / / �i��' %// I �//` � U ",,11 "", \ t. /�ti� m \z j q /' /' / y r /!f' \\, / "x6" TRENCH , j/\\// • O / WITH COMPACTED /\//' �;­1 �\ ." %'", / / i ter. T rl p` ,, ADHERE CAP UNIT WITH CONCRETE �� .< `\ _ _._ W j i rC' /^. BACKFILL �\ }�p.J,; A /' �jT ti / :: ADHESIVE IN ACCORDANCE WITH Q (NJ .. zli % M NGH DETAIL �� / /__. I _11_11_ ' - / '/ > ANUF. SPECIFICATIONS (TYP.) TRE V < < 0 - \ --"- - / REFER TO PLAN FOR T.O.W. AND E PLACED ON / j r ' •' I : . 1\_ - 4G'`` �/ NOSILY FENCE SHALL B SLOPE CONTOURS TO MAXIMIZE r _. - - LEVATIONS (TYP.)` _ ..._ L ._ 1_111_..._ _ B.O.W.. . • _... ., ,1111._ „ �.11.11__ _ _ ..` _1111 - . I REMOVE,,,. _1111. ;•'' _ - - .. .- ._.__ _1_111 .....� ' Ali PONDING EFFICIENCY TYP. -__-- 1111_._._- _ ._. _ _._. WHEN NECESSAR MAXIM 2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REM ; `� .-'" -_\ --.-. 1111- ,' I > CONCRETE SRW UNITS SHALL DIMENT Y 9" UM RECOMMENDED STORAGE .- i1 , / HEIGHT. �____ _ _ _ __. _.....__ -- _.__ _ / I BE "STANDARD" UNITS BY =.. 1111 - 1111 1111-- - `� 3. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL ' , C'`S I,1_-_-` _ ��, / ♦ VERSA-LOK OR APPROVED NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY 4'\' ` - EQUAL STABILIZED. -- . j / (TYP.) ;, 1111 _. 11_11 � - " -5_G pc \ EV7 / � , 4 �rE OGG,V ,4'N'Nr, �/ a �S- _ 1111......._-'_._'. ___ m I „` 1„,111 .._ ._. SILT FENCE DETAIL Pra;rct Tale. - - - L 6m �, F\... i , -1111"--• .. -"��'` -1111- --_---- _ / VARIES yK F: �\ `\'.,'\ ,>��\'\''\. ALL REINFORCED BACKFILL 11, SCALE. NTS -_ ___� "„�� L:. - o; DIe'tiR54NvE`----- ____ ¢ J�\ ,,\: � �\>\�. SHALL BE STRUCTURAL FILL / ♦ L ° - - 1111--1111 / m = �\ `\?" 1900 BAILIE BEACH S 23 I00 11 - - _ - - ----.� a " n IYP.) ��\\ COMPACTED 95% OF MAXIMUM Clears ace fora royal Stam (s) GRANULAR LEVELING o 'w ,`•' _ \ STANDARD PROCTOR DENSITY t l I&3.�J 1 / PAD 6" THICK (MIN.) _ Y'' ����\�,, MID.) .14 Ir iPROYED LOT 1110 :� RETAINED BACKFILL (TYP.) 1,500 BAILIE BE,4CH RDI )` / STRUCTURAL - - STRUCTURAL FILL '- `'' '' ' / rri''.:I Ora w:r:g 7,i!, 11 EL. VARIES I11;,,.\\ \ 1111 GEO-GRID SHALL BE MIRAGRID i7 7¢ ( €[ ' 11 I-;a \\ I. " I'�\�,` ' 5XT REINFORCEMENT X100% r f�, ' , t�>1._I S (� ,4N \ °�` GEO FABRIC (TYP.) I ::: \ \\• .._ < , 1�\.`` COVERAGE, OR APPROVED L _.) T SCALE : I" = 20'-a" / :-: ..', .. .- 4611 EQUAL (TYP.) r:. " UNDISTURBED SOIL OR �.. I,:',;.�.>- 4 DIA. (MIN.) DRAIN PIPE / SUITABLE BACKFILL " W/FILTER FABRIC. PROVIDE COMPACTED TO 95°!0 OF x m z THRU-WALL WEEPS 020'-0"O.C. r',,,,,c�. 5,_IIF MAX. STANDARD PROCTOR r w AND OUTLETS AT ENDS OF WALL lS 1� Q 1000. of)_0:�i-13 As Noted - / DENSITY (TYP.) D E lUJ E 0 iJ (S / DRAINAGE AGGREGATE 12" THICK (MIN.) July- 23, 2021. 3 of 21 . , D.it,; I 73hect k. 1 / AUG 26271 Shen' SEGMENTAL BLOCK RETAINING WALL DETAIL �-1 . . r- .t Southold`ibkN,n s. -1111 i_ ° ` ' SCALE: NTS Board of Trustees / _.. .. - t _ _ 2 3 3.3 w r ..�" .,, ,. ....+-r" .• .. r- y (V /} p� �+ I I V 8'DIA, = 42.24 CF/1'SECTION Y-.25' .. .. �-- ..... - . • V GRAVEL:0.8 __7- N ���03t��" _ _ DRAINAGE ROOF DRIVEWAY GRAVEL DR. TERRACES 5PORT5 DRAINAGE DRYWELL RIM ELEV. T.O. ING INVERT 5.0 RING EFFECTIVE DRAINAGE GROUND DIST TO - "Y i 5Y5tEM AREA ls.f.) AREA(s.f.) AREA(s.f,) AREA(s.f.) COURT(s.F,) REQ'D (c.F.) NUMBERDEPTH(ft.) PROVIDED WATER EL. G,W, C) 1 _ ID 268ID ID © ID 61©.ID A-1 IID.00 9.00 S.IDID 4.IDID 4 Ib9' c.f. 1.,'"� 3'.O � -.•.. _,", r._._ _.__. _,_ A-2 10.ID0 9.00 800 4.00 4 1%8 c',F, L0 3.0 ,_ __ .-" __ ___ - A-3 16,00 14.00 8.00 4.00 4 I;oB c.F. 1.✓i '..0 � �_ _,._ . A-4 14,0ID 12.00 8.00 4-00 1 11 ��0 0 ♦ �, _."... _._.. __ SG�""Jl'AL 672 c.f. 00 ' B 1610 500 1,80011,440 340 0 9-12.5 B-1 11.00 16,00 15.30 1.30 8 33-1 r_r, LES 6,3 c' '�, ♦ • �' " ^" Q�Q� i B-2 17,00 16,00 15.15 1.15 8 33-1 c.F, I 6,I_ r -11 ��rr�� �rn> B-3 11,00 16,00 15.00 1.00 8 331 '':,F. 1,0 6,0 �� y y _„.. "�k U: ; , L 1011 c.f, c t�0 ♦ � m ncD. .-���DI u C 1850 0 0 2530 0 1095.0 G-1 22.00 2L00 20.30 1230 8 1 cf. i!i 3 b'f' _"- J��D 3 ♦ /• - �QQ�Q �\ � � -,, C-2 22.00 21.00 20.15 12,15 8 331 C-S, ..r7 ;'1 5 - -,= c ♦ ��,,,. ♦ _, - �0 0��0 a�QQ _ -- _i - c-3 22.IDID 21.ID0 2ID-Om S.IDm 12 aur . . I. �' 0., I' CD(mD��Q�a�Qa - 0 I wUw lOT L 1180 c.f. o _ ♦ . QGX �� _ D 0 0 0 0 5000 1250.0 D-1 11.50 16.5ID 16.00 4.00 12 5C6 c.F. !.0 3,0 ; Z� AUG 26 2021 0 12 Southold Town loF7 mord of Trustco Z ;F, '0L ,-rj y,1 �ITTIJ I > F TI'! lil 1ljl Yt Y f -- ADULT _ a REC,RQQM 100'-0" TOF OF SLUT SETBACK -0 0 NO TU;;Z-- SUFFER (L)z 0 �- E!�UZ4.00'- LL -3E GREAT ROOM 0 F 165 1�,'-O` MAX. 61 O IRST FLOOR -A L.j - -r 1- - 5 EL = 29,00' F =L.GRA25,00' -T. x V) Z INFILL al Sl Q) > 52 L.F. -113.4 CUPT. Z1./_/o 26.4 C.Y. Q) 0 .,--j 0 INFILL BEYOND 100' SETBACK 8,5 50 FT. x 02 L.F. m 4,1e1 CUFT, V) Q) LO 0 CELL EE 18.00' > eECTION 4 - ,4 F',41RTIAL SITE/ TOP OF BLUFF SCALE 3,, 1,_0 ,, BULKHEAD C3 V It ie a violation of the law for any person,unle55 wttnq under thedirection of the heersed architect,to all an any way.If an te,„,"tseal "hitect,altered,the altering—lut-t I ,a ”". to hist—l and the notation altered bytellowed ,,y his signature and the date of such altator,and \L pec,fied—ript,on of the alteration < d Z -j d) 0 q r) Ly zUd 0 D N < E Pr sect TRk 900 BAILIE BEACH Drawing Tiuc TOP OF BLUFF SITE, SECTION P Deck a. Scale: 1000-99-03-13 Au,Noted 51-t August 13, 2021 x of x 5— A-300. 00 �... ,�.-•�+=�d,-<i .�;.ep�pi•_ � n9�, , ate• - �.- \ `°',''y. , 1 ,i,Y °�'\' '�t. •h '�Y®" 32�•�j .cK.o " bio)' i??t^� Y.� .;.1�' ' ..c( `• t:.,' -' ,.i; ": i*;��' �u�,, r N� �` t. �,5 Gat '�• yWyk. f,+'r� � A�i �' •;e�� rC.;+J%l.E �'�.. 'Sri \k��+�v .yy`✓�� 2� ,.`,y� A�\ PURN 5� � ••alis =Board ' Of Sowhold Town Trustees: ,,, }� SOUTHOLD, NEW YORK Et� yh PERMIT NO. .. 41,97 DATE: .—June 25,,..1993, ISSUED TO .... 1� �? ,•-'�, �4 r.. Gelestino...Clemente ,hut kariI.ati !u, A ; `` Pursuant'to the`provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter. 404'of the Laws -of the r State of New York 1952; and. the Southold Town Ordinance en- titled "REGULATING, AND THE PLACING OF OBSTRUCTIONS `M1 � IN AND ON TOWN,-WATER$ ,AND PUBLIC LANDS and the f. > REMOVAL OF SAND, GRAVR OR OTHER MATERIALS FROM h LANDS UNDER TOWN WATERS;" and in accordance with the Resolution of The Board adopted at a meeting held on .June 24� 19-93- and in consideration of the sum of 150,00 $.. . paid by �- .Inc.,. ,•behalf of Dr, Clemente of .. ....... N. Y. and subject to the � x' w G, • 1 _.,_�, � � • Terms and Conditions listed on the reverse • side hereof, •��✓ of Southold Town Trustees authorizes and permits the following: y to construct a 342' bulkhead with (2) 20' returns above the 11� MHW mark and along the toe of the bluff.Backfill behind bull ' :z3 y with approx. 475 c.y. of clean fill trucked in from'an upland {.>• {, source. trim overhanging vegetation: Plant bluff face. 't all in accordance with the detailed specifications as presented in . ,1 the originating application. 5, ' .. � IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporate Seal to be affixed, and these presents to ' be subscribed by a majority of the said Board as of this date. �Xf F = : ... r GnE. r. r' .�,,sr•' a �•Y }l}i�s'•- '. TTrss ` � tees 1 ,.r r, d ',����, - �£.,'..r`��''T'��::�.'�c':"�. <r.�''�..�%'v"�.��;�.:i'�'.'�f-'e`c'::.r �`•v to-ys� -"�_,r'�F —F sem`_'.�+�..d�r�.erar�"�,�'.r +:- zM•t Ylr�^l' v�'�• •� �YiC•yry'�:�'1'• . 'r'�.,�a� „ � `"^ `3� ry���}sc yj�-` 1 c'C' .• tf�:.t .e;'� aL��•s;'��7 ��r��rJ����e sr 11�-yry�r.•.\'��`�' ` ~P;��::�j ti �`��;�•� '��rr, ��`ryfi' �,J,�,�`5,;;� 5 �6� � - � ..,:�•- .�\. .�i,;\ :wva;C�ti$ s;:Vii.- •:' 't7-.; 1 �r`.c•`l tea .."rti � r —— ———— 51-i_ D151URBANCE=--R D 1,0 < 5 42 —————— ,e5O 50=T ———,_5--—————— .7 ----- -- ---------------------------------7--------- -100 _7 � :5 i4 -A El -,;Y F-C-0,UNDER 5=-F,(,RA7 Y XX X/. 6/ i: " b'Tttt F F E 2�po 6 v KI> ASF�-14-,T�VEWAY ZK' 340 5OFT- Q QL "N :WO&a. T L A < gJ N� 26.0 26 e 'f'ic'^.Y'Y -a ix'rti .. ..`CIY I`" 1/J�IyO // r'IT-1 '�, :,•- - . . "' ;�� '. � r � 1 ... � . ..- :_�.. .. r c �� i"�_ � ,,lj � ,r . ., •_ ,.- e. a ;.. �a: ' F� � . y� ' r� !! � ,� � � T � � a \ c t� f � 1 1 _a� � a7 �� �, e r �'' ' '� ��." � .,� - .t: - `�� '/i .� '"^� J off* -�� +� i i (3) Magi holdings LLC Taken Aug.20,2021 '"€ Looking NNW r a' t.t fA, r • e ,a 4 Ft r�°'.3r Ar,s, a ; dyfG sl' (4)Magi Holdings LLC r ° Taken Aug.20,2021 Looking NNE . MEW ; ...„ , Wr w WIT F � P 6 i (7)Magi holdings LLC Taken Aug.20,2021 Looking NNW F ( 8 )Magi Holdings LLC Taken Aug.20, 2021 Looking North (9)Magi Holdings LLC Taken:Aug.20„2021 Looking North Rev— MOas2 OB-0500 / 08.2]-0 13340' 0>01w1d 1LS 10-A105 / /,� 'b •0 Oa-0106 %/ ee 01.21.06 Cdl 9B2 ,Y •t 'C� 12 3615 t � •`qP s ml u eft a �e BFa6Aw6 a"" a v3 /' aWcl O B 4Wc1 c u ✓ .�ggN�.�.P2�' /i N TTRUCK oiSrRiCT 2U 1' ,\A\ w i , p' \ � \� x,wromc 20AMcl e ,,. B!Tr E O%' J aprFrtuCK MPIt OISrRICT cr9 r�w� P /N��\ •`Y {! ,.11� 6I { l!t 14) rawrawl 61 ,^�� LtMcl M1 �e I1 \\ r/ dry, �+ 1� 0 0.a� 4p A.• NP b,0 �/' `.^4 inn tiM1'si. " � w 2 •O a aWcl \ �1\ ` e•/ 9 0.•'y �`� / - e. tem � t t?Mcl ,11 '.. 6M— i♦ w r i SEE SEC NO. = FIXt PCL NO. \ p'��. i pg i� '•+a 81..1 k� JTp ,Y'e cP"' �' tOB04009 ,OBA0.001� g.4 ��/�A• 1.Wc) tDNc) II -W. '- LINE— LINE WTLH Z SEE_ NO _ `tl keY RO.L. x L _�_ ' pro Iz,I '^ —O—' �^ _ _ _ „o,,,,� Nonce C , COUNTYOFSUFFOLK © E �n eouTIOD secnoN No Real Properly Tax Service Agency Y N _ _ M a� 099 O M.x. 33 r 1:11 v '^• v.vw --.-- ..o..vc..--r-- N •r P lwcr xo 1080 PROPERTr MAP OFFICE LOCATION: �� ��� MAILING ADDRESS: Town Hall Annex t P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold NY 11971 Telephone: 631 765-1938 a .A� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: October 13, 2021 Re: LWRP Coastal Consistency Review for MAZI HOLDINGS, LLC SCTM# 1000-99-3-13 Michael Kimack on behalf of MAZI HOLDINGS, LLC requests a Wetland Permit for the disturbance of an area fifteen (15') seaward of the 100 foot setback line at approximately 210 linear feet (3,150sq.ft.) during the construction phase of a new dwelling, pool, staircase, and terrace landward of the jurisdiction line; upon completion the disturbed area will be backfilled with 26.4 cubic feet and reseeded with native grass; and for a ten (10') foot wide non-turf buffer to be established and perpetually maintained along the landward edge of the top of the bluff. Located: 1900 Bailie Beach Road, Mattituck. SCTM# 1000-99-3-13 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 LWRP policies and therefore 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: Damon Hagan, Assistant Town Attorney Peter Young,Chairman Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 ' Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., October 13, 2021 the following recommendation was made: Moved by Carol Brown, seconded by Maggie Merrill, it was RESOLVED to SUPPOORT the application of MAZI HOLDING LLC for disturbance of an area 15' seaward of the 100' setback line at approx. 210 If. during the construction phase of a new dwelling, pool, staircase and terrace landward of the jurisdiction line. Upon construction completion, disturbed area will be backfilled with 26.4cf. and reseeded with native grass. A 10' non-turf buffer will be established landward from the top of bluff. Located: 1900 Bailie Beach Rd., Mattituck. SCTM#99-3-13 Inspected by: Carol Brown, Maggie Merrill The CAC Supports the application with no disturbance to the existing buffer. Vote of Cocncill: Ayes: All Motion Carried :an�� (Glenn Goldsmith,President ;���` � #' 3����� { ' Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 John M. Bredemeyer III tv.kms N .w 0. ; r4Southold,New York 11971 Michael J.Domino Telephone(631) 765-1892 Greg Williams & ' �" ,' Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only 3 C- Coastal Erosion Permit Application i, �, AUG 2 6 2421 9_Wetland Permit Application Administrative Permit Amendment/Transfer/Extensio Received Application: ' _Received Fee: $ &_511,0''V_ Completed Application: ®2 Incomplete: SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: _Coordination:(date sent):_ LWRP Consistency Asse sm t Form Sent: %0 c�•� CAC Referral Sent: 2- c� Date of Inspection: 3•ZI _____ Receipt of CAC Report: _Technical Review: Public Hearing Held: 10' Resolution: Owner(s) Legal Name of Property (as shown on Deed): 1104 l/66 4 LG Mailing Address: q C 4eN ® /SQ 2 Phone Number: 9/7 6857— 7/71 Suffolk County Tax Map Number: 1000 - 9?— Property ?—Property Location: ,&4///EZ'/—�CY2 HA Ce. Aly ZZ!C_z z (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT (If applicable): R CAY4,4411Z 4. = Mailing Address: _ B)e 104 0 U 7VaC,91, Al Y. 19 71 Phone Number: 5/1 4,329—_.__6867 Email: HAYIZA 0� Z ee►A S 0 iol9al Board of Trustees Application GENERAL DATA Land Area(in square feet): '07,_$_13 Area Zoning: R 4c) Previous use of property: VA C;4A/77 Z®_.- l BZV Q1AZ _S 0,6H401 Intended use of property: RM agE&r 41- 0AIAE d5A A114 y Covenants and Restrictions on property? Yes X No If"Yes", please provide a copy. t Will this project require a Building Permit as per Town Code? Yes No 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 o Does the structure (s) on property have a valid Certificate of Occupancy? Yes No N14 Prior permits/approvals for site improvements: Agency Date No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? No Yes If yes, provide explanation: Project Description(use attachments if necessary): z5DZ1000131 PROJECT DESCRIPTION The disturbance of an area fifteen (15) feet seaward of the 100 foot setback line at approx.. 210 linear feet ( 3150 SF) during the construction phase of a new dwelling, pool, staircase and terrace landward of the jurisdiction line. Upon construction completion, the disturbed area will be backfilled with 26.4 cu. ft. and reseeded with native grass. A ten (10) foot non turf buffer will be established landward from the top of bluff as depicted on site plan Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: CO h/& - roN _ Area of wetlands on lot: square feet Percent coverage of lot; (J % Closest distance between nearest existing structure andupland edge of wetlands: feet Closest distance between nearest proposed structure and upland edge of wetlands: feet Does the project involve excavation or filling? No _� - " Yes If yes, how much material will be excavated? A110 cubic yards How much material will be filled? cubic yards Depth of which material will be removed or deposited: L feet Proposed slope throughout the area of operations:_ e7 Manner in which material will be removed or deposited:, L O� 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): OF ,6 0 U-/ ISI! LlZA�' 61Z20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. I f additional research or investigation would be needed to firlly 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: 14,40-7-1 1a a LD1 &,F ZLC: Project Location(describe,and attach a location map): 00 Brief Description of Proposed Action- Name of Applicant or Sponsor: Telephone: _ a /9 1 Q _ E-Mail: �� !Z JZ.& N4 7— Address: City/PO: State: Zip Code:I 1-alt— 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 F 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 pet rnit or approval: 3.a.Total acreage of the site of the proposed action? ! acres b.Total acreage to be physically disturbed? �, acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor') acres 4. Check all land uses that occur on,adjoining and near the proposed action. n Urban [:]Rural(non-agriculture) ❑Industrial ❑Commercial Residential(suburban) El Forest ❑Agriculture ❑Aquatic ❑Other(specify): _ ❑Parkland Page 1 o f 4 PROJECT DESCRIPTION The disturbance of an area fifteen (15) feet seaward of the 100 foot setback line at approx.. 210 linear feet ( 3150 SF) during the construction phase of a new dwelling, pool, staircase and terrace landward of the jurisdiction line. Upon construction completion,the disturbed area will be backfilled with 26.4 cu. ft. and reseeded with native grass. A ten (10) foot non turf buffer will be established landward from the top of bluff as depicted on site plan 5. Is the proposed action, _ NO YES N/A a. A permitted use under the zoning regulations? 0--�( _❑ b.Consistent with the adopted comprehensive plan? ❑ I� ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape') ❑ 9 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: _.�._.__._ P � ❑ S. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES 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? � [:] 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologZ) ® ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water- _ �[ 51141 O 11.Will the proposed action connect to existing wastewater utilities? NO YES_ If No,describe method for providing wastewater treatment: /, (�' ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? � ❑ b. Is the proposed action located in an archeological sensitive area? ❑ 13.a Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain _NO� YES 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 extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: (Shoreline El Forest ❑Agricultutal/grasslands ❑Early mid-successional ❑ Wetland ❑Urban Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? fid( ❑ 16.Is the project site located in the 100 year flood plain" _ w � NO YES V_ -T7-Will the proposed action create storm water discharge,either from point or non-point sources? NO YES I f Yes, ❑ a.Will storm water discharges flow to adjacent properties? X NO DYES b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: XNO DYES Pace 2 of 4 8. Does the proposed action inc I u d e construction or other activities that resultYES in e pm ndmew of wa-feir or other liquids(e,g.retention pond,waste lagoon,darn)? V ves,cxrla�n L)urDoNt ano s�ze, 19. Has the site of the proposed action or an ad i i .Joining property been the location of an active or closed NO YES solid waste management facility? IfYes,describe: 20.Has the site of(lie proposed action or an adjoining property been the subject of Ternediation(ongoing or NO 6 YES cornpleted)for hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE APPlicant/SD011sor name: 14 J"ACeDate: Signature: Part 2-impact Assessment, The Lead Agency is responsible ror the coin pletion of Part 2. Answer all of the rb Howing questions in Part 2 using the information containied in Par! 1 and other materials submitted.by tile proJect sponsor or otheiNvise availabletothe reviewer, When answering the questions the reviewer should he„-uided by the co;cep:"Have my responses been reasonable considering the scale and context of the proposed actiol.9" No,o 1 Moderate 1 SinaU to large firnpact impact may 1 may occur, occur w l I�fne orc-D- posed action create a material conflict with an adoptee{ land use plan or zoning Wilthe action i Ina acharilge in tie useorinlensny oiuseoriad? l i Will the proposed action impair the character or quality of the existing community? 4. 'N ill the urona?scd act i on have ail ill!Dact on title environmental characterisi ies that caused the 4 H establisl1ruent of a Critical Environlriental Area(CEA)? 21 1 D. Will the proposed action result in an adverse change in the existing level ortraffic or affect existing infrastructure for mass transit, biking or walkway? 6, Will the proposed action cause an increase in the use ofenergy and fa is to incorporate 9 'easonabi, availabe n lucY conservation 0r ig ienewable emn r 7. Will the proposed action impact existing: a. public/private water supplies? El b,Public/private wastewater treatment utilities? I 7 8, Will the proposed action 'Wripaii the character ar quality ofinmortarit historic,archaeological,i architectural or aesthetic resources? L_J 9, U Will the proposed action result in ail adverse chaul-,to natural resources(e.g.,wetlands.. W"nerbockes,groundwater,air qualitv, flora and lFaUua)? Page 3 of No,or i Moderate 1 small to large impact impact may may occu V occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage El problems? H Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance. The Lead Agency is responsiblt: rOr the completion of Part 3, For cvery art QVIcAlon in Patin'?that 4=' rt to jjrge jrnV:M Iray OCCUr'.or;l there S a need u-,explain why it pz ucutar elen-nent of the proposed action may or vill not result in a si-m-licant wderse envinormiental Impact, ptc use'c4mpi0e Part 3. Piro 3 should. in sufficient detail, identif-,the irntmc-, includipa an%- measures or design elements that iria ve been tricludcd by the prqecl Sponsor Lo avoid or t-edL-le impacis. Part 3 shc1uld iISO e; I c c nincd that the impact pj�j r, tjow tile,ik;a( ag4_ncy do M not be sign ficant,Each Potential impact should be as_-essud cunsidering its sefflmr�probabililiv cifoccurring may or wl i I I S I I duration, irre,,ersibifity,000ff, -ni,long t rin lal Uphic scope and magnitude. Also corisid�_r the potent Rr short e C: cumulative impacts. IeCK this box if You have determined,based on Me information and an a ysis above,and any Supporting documentaWn- Ur that the i-1-0posed action may result in one or more potentially large or significant adverse impacts and an L enviro'lirricrital impact sta-tenirnt iSi reqM! d. C n, .-heck this box if,ou have determined- based-on the iriffin ation and ana vs;s above,and any supporting d0CUM11tatMD1 that the pioposed action will not result in any significant adverse environinenial i upac`s. I own o'Souft. e Boa- of T- Mes anw Ager"V Dwe President e rI 111 Hicer in, L M T INn-a-le?d Pr ' 0-- ' ' ead Agency of Responsible Offi-M- or� V Profer J f di Ifferff fro it ResP01"Si 1C Office-) !Mist- le -ea Y M �A b:e Officer a Ac�cricv S gnatlire o. . repw PRINT -.-)ag-- 4' o T--1 Board of TruE;tees Application AFFIDAVIT BEING DULY SWORD DEPOSES AND AFFIRMS THAT HE/SHF,'lS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THATALL STATEMENTS CONTAINFI)HEREIN ARE FRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THF.MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD'TOWN BOARD OF TRUSTEF,S. TIIE APPLICANT AGREES TO IIOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FRE E 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 T RUS'ITEES,THEIR AGENT(S)OR REPRIESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL.TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WI'1'II THIS APPLICATION, INCLUDING A FINAL IINSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTEIR ONTO MI(PROPERT1 AND AS REQUIRED TO INSURE COMPLIANCE.' WITH ANY CONDITION(OF ANY WETLAND OR COASTAL EROSION PERMITISSUED BY THE BOA RD OF TRUSTEES DURING THE TERM OF THE PERMIT. /Ie4tL.e'kp.; Signanue of Property Owner —- S\N'ORN TO BF: OREME THIS Z3_ f)Ay()P 2(??'J Notaiy Public MICHAEL A.WMACK Notary Public,State of New York No.02VJ5056823 Qualified in Nassau County Commission Expires March 11,2022 J Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) owners of the property identified as SCI'M# 1000-_?T_9_=/� m the town of _ New Yotk,hereby authorizes--_,_____ to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees for this property. ��� 4 - Properl217 r's Signature II roperty(hvner's Signature /ypf i/o491A1&5_ ZZr_ S%k.ORN rO BEFORE till.•rlifS - Z.3 , DAYOF '4116, _ .20 2l - Notary Public MICHAEL A.IOMACK - Notary Public,State of New York No.02VJ5056823 Qualified in Nassau County Commission Expires March 11,2022 r_ APPLICANT'/AGENT/RI(:1'R ESIt;NTATIVF TRANSACTIONAL. DISCLOSURE FORM I he Town of Snuthnkl's Codeo'7_al icsPrcihibrts conflicts of mter(51 on the part ot4 vn nlTicars aril cmployccs•f he put 0,u u this Corrn n to orovule mfnrmai Qn whtclt can alert the lawn of nns:ihle crmlLct ? merest ntid ullow itto take wh;dryer action i, fuleccN-% tnwotJ;anti: YOUR NAME (Last name,first name,r)tiddle initial,unless you are applying in the name of someone else or other entity,such at a company ]r so,indicate the other per<on's or company's name) NANIF Of,APPLICATION (Chcel,all that apply) lax grievance _ __•- Building Variance -_ frusta _ Change of Lone -- Coastal Lrosion Approval of plat Ntacneg - L\emption from plat or official map _ __-- Planmt g __— Other (If'Other,name the activity)--- —-- _--- _-- -- _-- — Do you perocnally(oi through suui cvmpam;,spouv:,vbhng,pa enl,or hd(1)have a relaUunship viQt un olficu int enil line( of the I own of Southold') 'Relatiomhip' nn,luJes by blood,uiarna;e,ur business intens, Busutess ulictest"mems a buNures., mcfudutg a pirtncrshm,m which the tin,n officer or employee lw� vven pauti,d own(iship of(or employnimt bv)a wipot ation ut which the own of)iLvr of employee owns more th m 5')o M the sl-ares )IFS _ _ NO _--- _ If y au an%%Nered'YES" Lumplete the balance of this fonn and date and wgn where mdtcattd Name of person employed by the Town of Southolef I rtle or position of that person --- Describe the relationship between yourst.lf(the apph(antlagent/representabve)and the town officer or employee Either chccl the appropriate line A)through D)and/or descnbe in the space provided I;1(town officer of employee of his or her spouse,sibling,parent,of child is(check all that apply). A)the owner of greater than V;„of tha shares of the carporo-e stock of the apphe,nu (when the applicant is a corporation), _-_--_E)the legal ur benclicial owner of any interccl in a non-cotpurate entity((,hen the applicant is not it(.or)wrahon) --_ _C)an olf icer,director,partne(,or employee of the applicant,or —_D)the actual apflicant DFS(RIPTION OF RELATIONSI llf Submitted this 73d dy o Print Nam Form IS I APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Soutbold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The pumose of this form is to rovide informs i n which can alert the town of os ible conflicts of interest and allow it to take whatever action�s necessary to avoid same. YOUR NAME: (Last name,first name,ipiddle initial,unless you are applying to 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 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,tttarriage,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 ol7 icer 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 appliquit (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,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 22 day of G. 2q Signature J Print Name AV-14_&C1L Form TS 1 Iy Glenn Goldsmith,President �oQSU>Ff7�'g-00, Town Hall Annex A.Nicholas Krupski,Vice President �� y� 54375 Route 25 John M.Bredemeyer III y z P.O.Box 1179 Michael J.Domino 0 Southold,NY 11971 Greg Williams �,ho �plr� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD October 5, 2021 Michael Kimack P.O. Box 1047 Southold, NY 11971 Re: Board of Trustees Application of MAZI HOLDINGS, LLC 1900 Bailie Beach Road, Mattituck SCTM# 1000-99-3-13 To Whom It May Concern: You are receiving this letter as notice that, in accordance with the Governor's Executive Orders, this application is now scheduled to be heard by the Southold Town Board of Trustees via a combination of an in-person meeting and videoconferencing on Wednesday, October 20, 2021 beginning at 5:30 P.M. Please continue to check the Town's website as the meeting date approaches for the latest meeting agenda and videoconferencing information. Enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy of the informational notice along with all other required paperwork to each of the adjacent property owners. Please keep a copy of said informational notice for your records so that you can access the meeting in order to have a conversation with the Board during your application review. ery Truly Y urs, Glenn Goldsmith, President Board of Trustees Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#:_ /0 0 G- 9 - ` `3 NAME: ADDRESS: 3, 9, L4� �-fir/ C� ,�-�A rj� wz Q� 3��6 coNairs 83 �-t ��ine PAS . �- �3�X��1 ` l,*7 Uhl� X9-3_ 14 �I� trrRlct �' �YIJ9 J STATE OF NEW YORK ` "COUNTY OF,SIIFFOLK - -- je^V Cle ,residing at R A 9M 1047 02 AUV,040 AW `197/ , being-duly sworn, deposes and says that on the day of (J cr , 202/ , 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 their 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 located at .f prHaw , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. '&/ � Sworn to before me this ztO 4/1Signature Day-of O C 7-: ,-20- �L Notary Pu lic BRIAN A. 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A. Signature Cr■ Print your name and address on the reverse D n -• so that we can return the card to you. El Addressee 0 ■ Attach this card to the back of the mailpiece,, B. R„aiQe y(Pri ame) I C. Date of Delivery ;, v or on the front if space permits. p ❑ C�Di ❑ ❑ 1. Article Addressed to: D. Is deli v dress different from item 1? ❑Yes z G o a a fit ery address below: p No ° N O Q CD N R. CD 1 N II IIII' III II I III II I I II I�I II II II�I I I ❑ dult Signature urRestricted Delivery ❑Registered lMail Restricted ❑Adult Sl`yr ❑Registered MajITM 9590 9402 6086 0125 2892 81 0Certified MallO Delivery ❑Certified Mall Restricted Delivery ❑Return Receipt for ❑Collect on Delivery Merchandise 2. Article Number ransfer from service label ❑Collect on Delivery Restricted Delivery ❑Signature ConfirmationTM I ❑Insured Mail ❑Signature Confirmation 21 -0 3 5r•B 'Ofl-0 2 2 6 8 6 17 0 0 ❑Insured Mail Restricted Delivery Restricted Delivery (over$500) Ps Form 381 1,JUly 2015 PSN 7530-02-000-9053 Domestic Return Receipt Glenn Goldsmith,President Town Hall Annex UFf�( A.Nicholas Krupski,Vice President ,{yrps k�, �. 54375 Route 25 John M. Bredemeyer III �„�.* oG�� P.O.Box 1179 Michael J. Dominoy Southold,NY 11971 Greg Williams o Telephone(631)765-1892 ,y'flpl �� J{V Fax(631)765-6641 BOARD,OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of MAZI HOLDINGS, LLC COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED_ IN PLACE-FOR AT LEAST SEVENDAYS PRIOR TO THE-PUBLIC HEARING DATE— COMPLETE THIS FORM ON EIGTH DA Y OR LATER I, /y/ C1jNZ'1 4 - �L//�W14siding at/dba �?G. 20`Qxl /Q¢7 ff1y7-1V BLd NY being duly sworn, depose and say: That on the/2 day of OC j- , 20,'7/, I personally posted the property known as ! 9001?1)tzj'e-e g�A c14 l2l-)., �,�z �rU�f by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, October 20, 2021. Dated: C2G. 2 D Zl 01 (signature) Sworn to before me this j0day of =r20Zl zz . 9:ns _ Notary'Public BRIAN A. ANDREWS Notary Nuobl0 , State Of New York 09 Oualified In Suffolk County Commission Expires 07/15 Zdy Glenn Goldsmith,President �oFFOi Town Hall Annex A.Nicholas Krupski,Vice President &j t1. 54375 Route 25 John M.Bredemeyer III y P.O.Box 1179 Michael J.Domino �,,y ® �sl 7 Southold,NY 11971 Greg Williams ��l Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESDAY, OCTOBER 20, 2021 at 5:OOPM & 5:30PM TOWN HALL MAIN MEETING HALL AND VIA ZOOM ONLINE PLATFORM A Regular Work Session and Public Board Hearings of the,SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, October 20, 2021 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. The public is invited to attend the meetings either in person or virtually via the Zoom online platform. Masks are required at all times when inside any of the Town Buildings. Written comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.gov and diane.disalvo@town.southold.ny.us. Said comments will be considered at the public hearing provided that they are submitted no later than 12:00 P.M. (Prevailing Time) on the day of the public hearing. The-public will have access to view and listen to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. Further details about how to tune in to the meeting are on the Town's website at https://www.southoldtownny.gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM —4:OOPM. Options for public attendance: • Online at the website zoom.us, click on "join a meeting" and enter the information below. Zoom Meeting ID: 843 4487 8128 Password: 533831 • Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. Glenn Goldsmith, President Town Hall Annex Glenn Goldsmith,President �Q '�`Co Town Hall Annex A.Nicholas Krupski,Vice President ,��� Gym 54375 Route 25 John M. Bredemeyer III y z P.O.Box 1179 Michael J.Domino %O ® Southold,NY 11971 Greg Williams 'yho� p! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BE ADVISED — AS PER CHAPTER 55 NOTICE OF PUBLIC HEARINGS Failpre to submit the following originals to this office by or no later than 12:60PM the day prior to the scheduled Public Hearing for your application will result in a postponement of said application. This office WILL NOT contact you to request said information: • All original white & green certified return receipt mail receipts stamped by U.S.P.S. • Completed original Proof of Mailing Form Failure to submit the following originals to this office by or no later than 12:OOPM the day of the scheduled Public Hearing for your application will result in a postponement of said application: • Original Affidavit of Posting form — DO NOT COMPLETE SAID FORM UNTIL THE GREEN SIGN HAS BEEN IN PLACE ON THE PROPERTY FOR AT LEAST SEVEN (7) FULL DAYS. Sign the form on the eighth day that the green notice of hearing sign has been up on said premises. All green signature cards related to said application that were returned- to your office should be either dropped off in our "Trustee drop box" or mailed into our office whenever they are received. These cards are not required prior to the Public Hearing, unless specifically requested for by this office. This specific requirement is subject to change. Board of Trustees A ication PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAMT' S�� NAME: 7- 99 - 3 - L/ STA. _ R- EW=•� °`fl - -- - - - . ,T .Fri,r - '•rj.': '- - bio �S rl a" be'—duly sworn, deposes aad,says.tliat-on the day of , 20 , 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 their 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 located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of 520 - - Notary Public NOTICE F HEARING NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees both in-person and via the online Zoom platform. OWNER(S) OF RECORD: MAZI HOLDINGS SUBJECT OF PUBLIC HEARING: For a Wetland Permit for the disturbance of an area fifteen (15') seaward of the 100 foot setback line at approximately 210 linear feet (3,150sq.ff.) during the construction phase of a new dwelling, pool, staircase, and terrace landward of the jurisdiction line; upon completion the disturbed area will be backfilled with 26.4 cubic feet and reseeded with native grass; and for a ten (10') foot wide non-turf buffer to be established and perpetually maintained along the landward edge of the top of the bluff. Located: 1900 Bailie Beach Road, Mattituck. SCTM# 1000-99-3-13 -' TIME & DATE OF PUBLIC HEARING: Wednesday, October 20., 2021 — at or about 5:30P.M. — Either in Person or via ZOOM. To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project, you are invited to view the Town file(s) through the Southold Town website. To view the application files please visit: https://Www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. BOARD OF TRUSTEES *TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. 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 sigixificant beneficial and,adverse effects upon the coastal area(which includes all of Southold Town); 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 explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and 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 ANIS PROPOSED ACTION SCTM# Q PROJECT NAME JVA&Z AY64aI,V&s LLC, 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: Nature and extent of action: JXJF:� ,e=EC7-- =- 4R7-1-0A1 /56LL QM,11rUe-,- PROJECT DESCRIPTION The disturbance of an area fifteen (15) feet seaward of the 100 foot setback line at approx.. 210 linear feet ( 3150 SF) during the construction phase of a new dwelling, pool, staircase and terrace landward of the jurisdiction line. Upon construction completion, the disturbed area will be backfilled with 26.4 cu. ft. and reseeded with native grass. A ten (10) foot non turf buffer will be established landward from the top of bluff as depicted on site plan f i i I i I I I \ P Location of action: ,� O� Q/L/ ,R 5A CP 1-1477-1 741CIe Site acreage: 5915-13 Present land use: VA Chl Present zoning classification:_ 4 O 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: ,4 Com/ // S ZL C (b) Mailing address: 005-t)jeJ.s4 A/(/ — (7L,F--AI cd 1/9 &X //-6- (c) Telephone number: Area Code( ?1'7 655 V zZ (d) Application number, if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ NoX If yes, which state or federal agency? 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 space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LViRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No Z Not Applicable VE cf� 7'm O L Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LV IRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No Not Applicable PRiQ PA- eZ:Y AIA-S- N a Ampl DSL o !ERIC z1ZC .S' 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 ❑ Yes ❑ No ® Not Applicable po[ICY 9 NIA 1-0 ZM14eeA ,ZZA ,4 RRz . 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 ❑ Yes F] No ® Not Applicable Poc/c Y 4 MLA 7-a &jVReAA1C, ,PSA QPpL 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 Yes No ®Not Ap_ cabl �o L Y .4-- 714 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. ❑ ❑ Yes No Not Applicable 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"/' Not Applicable 90ZICy -7 Ad�,4 n Pis Z2VRA64A1-C_,,t&- 4444 APpL 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 ® Not Applicable 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. nn ❑ YeO No lb!�-41 Not Applicable Poi/ c Y 9 ua Y-0 ,DJ5-rzlA :6Ain-,- Aje�5'd Attach additional sheets if necessary WORDING 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. ❑ Yes ❑ No 0 Not Applicable P-041 c-y /O M/ 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 Not Applicable ` Attach 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 ❑ NoZ Not Applicable 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 ❑ N:& o Not Applicable PREPARED �Y_�. � �/f�['fes TITLE ��(/�7' DATE z J