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HomeMy WebLinkAboutAydin, Hilmi Ulgur Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Friday, August 18, 2023 9:30 AM To: 'Ted Baab' Subject: Trustees Application - 1360 9th Street - Updated Site Plan Good Morning, I apologize for the delay in this response to your question below. Regarding your inquiry of a partial application fee refund, I spoke to the President of the Board and unfortunately he cited the Town Code Ch. 275-7 in which fees are non- refundable. He also pointed out that the application began as a Wetland Permit application and a full review had begun. Sincerely, 56"ke &wAe& Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov From:Ted Baab<ted@baab.work> Sent:Thursday,July 20, 2023 3:09 PM To: Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Subject: [SPAM] - Re: [SPAM] - Re: [SPAM] - Re: [SPAM] -Trustees Application-1360 9th Street- Updated Site Plan Elizabeth--thanks for your help, whatever solution is reasonable is ok. Ted On Thu, Jul 20, 2023 at 2:55 PM Cantrell, Elizabeth<elizabethcktown.southold.ny.us>wrote: 1 apologize for any confusion because I do not remember this conversation, but I have a lot of conversations throughout the day. I can ask the Board. The last time monies were refunded it was from Super-storm Sandy damage. Just be advised if they approve a partial refund (it could not be a full refund as a review was performed), it needs to go through several resolution approvals. Also,our President just went on vacation. He will not be back until 8/1 so please bear with me in responding to your,inquiry. ` I Senior Office Assistant Town of Southold Board of Trustees 1 Office: 631-765-1892 Email: elizabethc@southoldtownny.gov From:Ted Baab<ted@baab.work> Sent:Thursday,July 20, 2023 12:51 PM To:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Subject: [SPAM] - Re: [SPAM] - Re: [SPAM] -Trustees Application- 1360 9th Street- Updated Site Plan Thanks Elizabeth. I am only asking because when we spoke on the phone you said it would be refunded, so just following up on that. If it's not, I understand as well. Ted 1 On Thu, Jul 20, 2023 at 12:38 PM Cantrell, Elizabeth<elizabethc(a�town.southold.n�us>wrote: ( � Unfortunately it was deposited. I am not sure at this juncture it could be considered refundable. i , i i i i ' Senior Office Assistant Town of Southold it Board of Trustees i Office: 631.765-1892 I II Email: elizabethc@southoldtownny_.gov I I � { From:Ted Baab<ted@baab.work> Sent:Wednesday,July 19,2023 1:50 PM ii To:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Subject: [SPAM] - Re: [SPAM] -Trustees Application- 1360 9th Street- Updated Site Plan I Also-- Is the original filing fee to be returned? Or was the check never deposited? 2 Ted On Wed, Jul 19, 2023 at 1:46 PM Ted Baab <ted e,baab.work>wrote: + Elizabeth-- Thank you very much! I � i Ted � 4 1 { On Wed, Jul 19, 2023 at 1:02 PM Cantrell, Elizabeth<elizabethcktown.southold.ny.us>wrote: 1 Good afternoon Mr. Baab, � l iI i } As per our discussions, Trustee Eric Sepenoski reviewed the proposed construction project and deemed the project 1 as Non-Jurisdictional. Attached is the Letter of Non-Jurisdiction for your files. The original is being sent via USPS. ij f If you have any questions regarding this matter, please do not hesitate to contact me. l j Sincerely, 11 { I • Senior Office Assistant ' f { Town of Southold EI Board of Trustees i � I ; ; Office: 631-765-1892 ilii r Email: elizabethc@southoldtownny.gov ' Er II j 3 From:Ted Baab<ted@baab.work> Sent: Monday,July 3,2023 1:00 PM To: Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Subject: [SPAM] -Trustees Application- 1360 9th Street- Updated Site Plan { Hi Elizabeth-- Thanks so much for speaking on Friday. I I � As promised, sending a PDF of an updated site plan that meets the criteria we discussed: - Annotation of both the DEC and Trustees jurisdictional lines for reference. I -Hale Bale/ Silt Fence at 100 ft Wetlands offset { -No work/disturbance/grading seaward of that line We would like to request a Letter of No Jurisdiction based on the new site plan. When ready, the letter can j be sent to this email address, or mailed to: i 1 ? f l i Baab, LLC ' 111 � ) 277 Washington Ave OG Brooklyn,NY 11205 4 I will wait to receive this letter before submitting plans to the building department as discussed. ) I ! Thanks again for all your help! ' Ted j1l I ) f Ted Baab 4 BAAB Architecture and Buildings M3 y 202 236 8036 it j ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 5 Glenn Goldsmith,President a SoUry Town Hall Annex O� ®� 54375 Route 25 A.Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski J Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 Cou�rrv,� r BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 19, 2023 Ted Baab 277 Washington Avenue, #3G Brooklyn, NY 11205 RE: HILMI ULGUR AYDIN &ABIGAIL NITKA 1360 NINTH STREET, GREENPORT SCTIIA# 1000-45-6-9.3 Dear Mr. Baab: The Southold Town Board of Trustees reviewed the site plans prepared by Daniel Patrick Hurley, PE, last dated May 17, 2023, and the site plan prepared by Ted Baab, Design Consultant, received on July 3, 2023 and determined that the proposed construction of a new single story dwelling, permeable driveway and paver/gravel paths, paver/gravel patios, outdoor shower, drywells for stormwater control, and removing 15 trees is proposed out of the 100 foot Wetland jurisdictional area under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary, or within 100' landward from the edge of vegetated wetlands, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. Sincerely, Glenn Goldsmith, President GG:ec Glenn Goldsmith,President fjF S11 (/�� Town Hall Annex A. Nicholas Krupski,Vice President ®� ®1® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 C®UNII,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NON-JURISDICTION INSPECTION DATE OF INSPECTION: INSPECTED BY: Ch. 275 Ch. 111 COMMENTS: Cantrell, Elizabeth From: Ted Baab <ted@baab.work> Sent: Monday,July 3, 2023 1:00 PM To: Cantrell, Elizabeth Subject: [SPAM] -Trustees Application - 1360 9th Street - Updated Site Plan Attachments: 2023-07-03_Greenport House_A-010 Site Plan.pdf Hi Elizabeth-- Thanks so much for speaking on Friday. As promised, sending a PDF of an updated site plan that meets the criteria we discussed: - Annotation of both the DEC and Trustees jurisdictional lines for reference. - Hale Bale/ Silt Fence at 100 ft Wetlands offset -No work/disturbance/grading seaward of that line We would like to request a Letter of No Jurisdiction based on the new site plan. When ready,the letter can be sent to this email address, or mailed to: Baab, LLC 277 Washington Ave #3G Brooklyn,NY 11205 I will wait to receive this letter before submitting plans to the building department as discussed. Thanks again for all your help! Ted Ted Baab BAAB Architecture and Buildings 202 236 8036 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 1 Prosect: Greenport Nouse 1360 9th Street Greenport,NY 11944 Deeidn Consultant BAAS,LLC 234 South MainSt 0.403 Middletown,CT 06457,T:202-2365036 -- Professional of Record Dlgur Aydin,PE KSK Construction Group ® E E {\jj rE- 136 N 70th SS Brooklyn,NY 11249 Abigail Niuk, jUt _ 3 2023166 North 10th Street Brooklyn,NV 71271 Sirucnral Enaineer. S(Iman 32 Old Slip,10th Floor New York,NY 10D05,T:212520-7970 ti "+ I,� y1 Entire- Southold own MEP gine EP Engineering St 5 Board of Trustees Ne work, Yt New York,NV 77015 Lndsgpe ce Bro yn, I / a / / 3T2oJtter NV A Ciwl Enainee /53C'-11' / r. \ Subsurface Specialists Ind 1O5Max ess Read.Sulte124 \ �i _ - \ -\------ --_-_ \ ------ Melville,NY 11 i47 T:637-980- 1 3912 Property Line 77 —-\ _ _ \ \ j wage i2awer � \Y ono rs� This document is an instrument of �) sery �\ y_ o 0 0 7 _ professional ice.B is Intended for use \ n i'm sae Setbacko eery asawn anmr pan s - „\ \ T I veriryanaraimense nor d.Contractor Pmodsed Patio DEC Tidal WetlandsPaveMg on gavel \ \\ J \J '•'Prdpos_ed:=;":''.'- I i 1I 775SF \ J J - DnvevrevNJalkwav Tidal NMdands Junsdicnonai Line contour) 2;060 1 1 \1 I (10 ff r) - -� .11Y pele I m__Sduthdld Town Trustees uol )—Drvwell /. \ X16\ I 16\ 14 /3 - No Work or Distubance / I (100 ft Wetlands offset)\ \ ( - 78 9F r \ \j v r-1-I- r \ \ \ \ \ / // ` /_.�...:,:. _ \ \ Proposed Pana ,� Permeable , Seaward of 10 ft contour DEC �- r - - 100'-p• \ \ / 1 -�' - -\ Pavers on I paang (DEC) Gave OR 100 ft Wstane offset(Trustees) I I \ \ I Hav Bale/Sih Fence ;•- ' / \ 550 SF iyU 1/ -5- - \--rt- ,Prcocsea 1-St. /At 100 h Wetlantls dHse1 1 \- YI Ino work dr deanng / / 1 F it \+•i6 !I. \ \ \ I / seaward of this line)/ \\ Pavers on Patrol 3,420 6F Roof gave In-a 41 O'-F It U-T NAVD I \` __ 9905E Imenora I a I I I I 1 1 - \ / ♦16 7 / I Landward Limit of Tidal Wetlands 1 ( as d,l,neated by WP Bowman,PhD. D I 76 5P��:. - - septumber9.2022,' _ I J 7S SF �-1 � J 1 FEMAFloed Zane Line(6foot-nlour) / / - -\00,0• I I / �- \ -; _ i / I \ 4�- ' ----_- _ Permeable ' _ _ \ f I ng jI /; 1.aO005SF I 1 -____-_-_�_I / _l �_ / / - \ -ti/ I I I" J- - 1,7 _ I � '/ 'C'C!-..._ •I. �.-;; :;�.`;i"_.:�'.•.:..�:^y .Outdoor 6hower _ �� / I 13J 4D 9 / - \ 1 � y /l / / / _ =644`577•-4'_y-/-- 1 I 1 Il I Minimum Sine 6etback -I-'-I Im9ation 5g- Pr , \\ / /• ,a/ / / / / �— \ / 14 I I - --"r,waterlPower; ` Pevind\ - / n / / / -I� / i 1 I rv'�7- -:-_J-__`_ z.oD �_ / Property Line -1..aainage,.of stone \ I I seal a sidnamre: n ureter collection,and outdoor shower all piped to dn-sle drywalls. No. Description Dale Site Plan A-010 I"0 20'-0' project: Greenport House ' reenport House Desi 9th Street Greenport,NY 11944 Design Consultant BARB,LLC 234 South Main St P03 New e s i e n t i a l Construction Middletown,CT 06457,T:202.2368036 Professional of Record Ulgur Aydin,PE KSK Construction Group 136 N 10th St,Brooklyn,NY 11249 owner: Abigail Nitka 165 North 10th Street Brooklyn,NY 11211 Issue for Town of Southold Structural Engineer. Silman 32 Old Slip,10th Floor New York,NY 10005,T:212.620-7970 MEP Engineer. EP Engineering 110 William St rustees = Wetlands a n d s Review New York, 11038 Design Landscape Architect Nishiel Patelel Design Office 372 Jeffers..Ave Brooklyn,NY Civil Engineer. May15 2 2 2 Subsurface Specialists Inc 105 Maxe Road,Suite 124 Melville,NY 11747 T:631-980-3912 This document is an instrument of professional service.It is intended for use only as drawn and noted.Contractor shall verify all dimensions. Drawing List Sheet Number Sheet Name 't A-000T Title Sheet A-001 Project Information 7 A-010 Site Plan ° A-011 Site Plan Enlarged d A-100 Plan-Foundationa i3 l A-110 Plan-Ground Floor A-120 Plan-Roof P:0 A-200 Elevations-ExteriorF I' A-201 Elevations-Exterior 4 N. / Ire ��11IffI ji� �I� i/ Ill 111 I;�I II Seal B Signature: No. Description Date .A .i J i .i _ 1 Issue for 9/14/2022 Pricing M A`( 2 6 2023 Sot!U i01C}To�•�n 8oaW of iRlstees _ -------- Title sheet A-000T Proie : Greenport House 1360 9th Street SITE 8 JURISDICTION INFORMATION ENVIRONMENTAL INFORMATION )NAPS GENERAL NOTES Greenport,NY 11944 Design Consult., Address: 1360 9th Street,Greenport,NY 11944 New York State Department of Environmental Conservation(NYSEDC) 1. All work shall conform to the requirements of the New York State Environmetal Conservation, BAAB,LLC Tax Parcel: 100045.-6-9 3 Building Code,Fire Department regulations,uNity company requirements,and the best trade 234 South Main St#403 Lot Area: 1.60 acres 169,176 SF NYS DEC Region 1(Nassau and Suffolk Counties) 1"9 5' practices. Middletown,CT 06467,T:202-236-8036 Site Coordinates: 41°05'47.8',72°22'17.7' N11, �qrt, "ib 1 Y. 1 _J• 2. Before commending work,the contractor shall file all required certificates re Insurance with the professional of Record Wetlands/Environmental Assets(EAE Mapper) � . '�, 1 ` s� - department at buildings,obtain all required permits,and pay all fees required by governing new york state,suffolk county,and town of southold agencies. Ulgur Aydin,PE Jurisdiction Wetlands Type Tidal Wetlands,Federal Waters „- •` m P KSK Construction Group National Wetlands Inventory Estuarial and Marine Wetlands J - :� , '� -I _. m "WIGGIN 3. The contractor shall verify all existing conditions in the field prior to commencing work,and shall 136 N 10th St,Brooklyn,NY 11249 Town: Southold Total Wetland Area 12.17 Acres rc ( m report any discrepancies between drawings and field conditions to the Architect. County: Suffolk NW Code E2EM1 Pd ` w> State: New York .7:,- •�,e t x ,} - ,��.at 4. Minor details not usually shown or specified,but necessary for proper construction of any part of Coastal or Waterfront Area Yes _ w ,'y m x ax the work shall be included as if they were indicated in the drawings. Local Waterfront Revitalization Yes '1• t 1 �' _ u'i u'i Applicable Codes Special Planning District U North Shore Heritage Area -'� 'v,+�4y- i p ( r-"J,A Y 5. The contractor shall coordinate all work procedures with requirements of local authorities and Owner, <2000'DEC Remediation Area No " Nl ZONE X •lq�" rg - ,M+t. rg building management. Abigail Nitka New York State Residential Building Code(2020) Unique Geologic Features No �• .o .(�;•c, " '� •fie-- 165 North 10th Street New York State Energy Conservation Code(2020) Impaired Water Bodies Not ! "� "i,• 'gj,F#G ` - 6. The contractor shall be responsible for the protection of all conditions and materials within the Brooklyn,NY 11211 Town of Southold Zoning Code,Chapter 280 Floodway No i- ro'ect Site l { i Proposed construction area. E.L 5 i 100-year floodplain Yes °: �Y. i. � _���.� N .• FIBNT Structural Engineer. FLINT STREET.' '-1 _ 500-year floodplain Yes :: f s - rE• •, m - "`�'p', 7. The contractor shall design and install adequate shoring and bracing for all structural or removal Siiman Required Approvals Aquafer Nassau-Suffolk SSA •`•• r.:..:, T m °x tasks. 32 Old Slip,10th Floor Natural Communities Coastal Oak Hickory Forest(207 Acres) °y" �% �•%��y, _ = New York,NY 10005,T:212-620-7970 New York State-Department of Environmental Conservation(DEC) Endangered Species No 6S1': :�"' ( r - 8. The contractor shall have sale responsibility for any damage or injuries caused by or during the Rare Plants or Animals No l°' Y LINNET STREET . execution of the work. MEP Engineer. Status:4212023-Letter of No Jurisdiction National Natural Landmark No EP Engineering BROWN STREET ,^ ilveering • Critical Environmental Area Peconic Bay and Environs ZONE "'e'er 9. The contractor shall lay out their own work,and shall provide a0 dimensions required for other 110 William St Town of Southold-Trustees(Wetlands) Archeological Sites No ' PIPES COVE : 1.d _ _ trades(plumbing,electrical,etc.) New York,NY 11038 Town of Southold-Health Department Designated River Corridor No �.y4�,,ijy- ..• Town of Southold-Building Department g, y 10. The plumbing and electrical work shall be performed by persons licensed in their trades,who Landscape Architect 3ZONE A`E OC m shall arrange for and obtain inspections and required sign-offs. Nishiel Patel Design Office Site Work Information 9%% (EL 6 •r, •• M� 372 Jefferson Ave q ) • q" O 11. The contractor shall do all acting,patching,repairing as required to perform all of the work Brooklyn,NY ZONING INFORMATION Approx Area of disturbance 36,600 SF ZOEL6pE f:; •"�i y' 'per , - indicated on the drawings,and all other work that may be required to complete the job. • Civil Engineer. Town of Southold-Town Code 280.18 6ecavabon Area-Foundations 3,025 SF,560 CY `.;,._ ,;f j ZONE m 12. The contractor,upon completion of the work,shall apply for department of building inspections a%''1�`• ,d4 Subsurface Specialists Inc Excavation Area-Dry wells 7,8 SF,70 CY '' 4: AE f ai."7` and sign--offs as required. Southold Zoning Map: Map 2 Excavation Area-Rain gardens 7,820,290 CV ,3f+' '-.-" ,K �°�-G�%%y L ,'x�'• "1 z- _ M.Maxess Road,Suite 124 Zoning District Rog :;�' -.•pppEs" -'-•�•.e� �''�• �•y'•;:�"•(�,1� ZONE�`y�,nz 13. The contractor shall post and maintain permits and approved drawings on site,oras required by Melville,NY 11747 T:631.9150-3912 Fill Area-Dry wells 316 SF,70 CY `-- ZONE��E°� - +'i'iG;:':'get'•.: U;:Y t• ``D Xy,., the Department of Buildings. Use-Permitted: Residential-Single Family Fill Area-Rain gardens 7,820 SF,290 CY NTS n7 CEL 8) "+ •+a ' .�`a ROABK k,. Use M -Proposed: Residential-Single Family Fill Area-Planting 19,900 SF,555 CY Iy ,*i' AA:� 14. Upon completion of the work,a Certificate of Occupancy or Letter of Completion(as applicable) shell be obtained from the Department of Buildings as required. Lot Coverage-Permitted 20% Paving-Permable 2280 SF,42 CY Lot Coverage-Proposed TBD(Complies) Paths-Gravel 2300 SF,43 CY O FEMA Flood Insurance Map(Detail)+Copy 1 SUBMITTAL I SHOP DRAWING I SKETCH NOTES This document is an instrument of 1'=1001 professional service.It is intended for use Required Yards Trees Removed -15 1• In any document submitted to the Architect for review,Contractor shall verify all dimensions and only as drawn and noted.Contractor shall Front 50'-0" Area of Land Cleared 4,400 SF(0.1 Acre) field conditions and shall check and coordinate with any trade whose work is related as required verify all dimensions. Side 15'-0"135'-0"for both for proper and complete installation of the work. Rear 75'-0" 2. The Architect will review submittals/shop drawings!Sketches for conformance with contract Max Height-Permitted 35'-0" documents.The Architect's acceptance is for design only and not method of assembly or Max Height-Proposed 26'-0"Com lies jai L `)+a) -1Fr: ss*m• erection. a � R-40 f Max Stories-Permitted 2-12 p•® 3. Acceptance shall in noway be construed as(1)permitting any departure whatsoever from the 3. .,:q Max Stories-Proposed 1 a .R Contract Documents;(2)relieving the Contractor of full responsibility for any error in details, dimensions,omissions,or otherwise that may exist;(3)relieving the Contractor of full Min Dwelling-Required 850 SF responsibility for adequate field connections,erection techniques,bracing,or deficiencies in Min Dwelling-Proposed 2950 SF(Complies) strength;(4)relieving the Contractor of full responsibility for satisfactory performance of all work audx I�f,£. and coordination with the work of all subcontractors and other contractors;or(5)permitting Max Area-Permitted 13,835 SF(20%she area) p A D rF departure from additional details or instructions previously furnished by the Architect. Max Area-Proposed 3,420 SF Roof Area(Complies) l�e"'F f q,,'+ 2,950 SF Interior Area , 4. Acceptance of such drawings shall not be construed as a complete check,nor shall it relieve the rr t Contractor from responsibility for proper filling of the work,nor from the necessity of furnishing m Flood Zone Inforation RR ''1 any workwhich may not be indicated on shop drawings when approved. A, � tu; if FEMA FIRM Map: 36103C0176H 5. The Contractor shall be solely responsible for any quanfities. Flood Zone on property: Yes(Partial),None(Partial) FIRM Flood Zone(s): AE(Partial),X(Parfial),None(ParVap - Base Flood Elevation(BFE): TBD' SMOKE AND CARBON MONOXIDE DETECTOR NOTES N Proposed structure Project Site - _ Carbon monoxide alarms shall be provided in accordance with Section 915 ofthe Fire Code of New York within Flood Zone: No d°h ° State,and Section R315 of the Residential Building Code. "''t'�} ¢ •.gg y• 1. Dwelling units shall be equipped with approved and operation smoke and carbon monoxide detecting devices,as required by New York State Building Code. 2. Primary power source for smoke and carbon monoxide detecting devices shall be from building - BUILDING CODE INFORMATION ^` wiring(hardwired),and there shall be no switches on these circuits other than the over-current ,4eI= device protecting the branch circuit. State of New York-Residential Building Code 3. Smoke detectors shall be NYS-Approved ionization chamber or photoelectric type. _t ' ')y6••L'°rl9 Occupancy and Use NTS 4. Every dwelling unit in a building that is in dose proximity to or containing a source of carbon Occupancy Residential R-3 monoxide shall be equipped with an approved,operational carbon monoxide detector. y� •y�, .y; Li `6 Use Single Family Residence 5. Carbon monoxide detectors may be combined with smoke detecting devices,where 8 is an ` Town of Southhold-Zoning Map(Detail)+Copy 1 approved type. �• 1 ,UJ Construction Type O ,"=100'-0" 6. Carbon monoxide detectors shall be installed within 15'-0"of each room lawfully used for t- 1/ .IW Type V-B(Unprotected wood construction) sleeping Purposes.in - 76 SO ENERGY CODE INFORMATION ,gym = -bc.-- rcenpo '�• GSring Ai"d' New York State Energy Conservation Code(NYSECC) -- -^o-:, - ao�Npo'.�o �'c`ry;,L•__�2• __`v�r" - ___-`_ 4 ;✓_ .. ..' � :y k, -�- ____ __-_.__.__. Seal&S'gnaNre• �` Sfirlin pp Climate Zone: Zone Cleaves Point ' n SlvUnit: Hay Beach :,.�w•. -m dy B rip Point _ No. Description Date `fie 2 Issue for 2/24/2023 S ON G-perr NYSDEC nusPp/n (� f' Dering Harbor t: P(pc r a. .agnlppPoint, �.,R IP "fie S ;slieltei`: Project i b --� r ..HeigltI j NTS �9 AY 2 E 2023 , --.,--.. .f�- .ncr�„�trait,„r - .,. oily�',_•. I F`} eqult Polnl OUSGS Ouaddrangle Map(Detail Coy 1 i - - '--- -.� Project Information)+ 3 P rOtlfiiuiG Mt?f) r'=loo'-0" Boal of trustees _ - A-001 proi : Greenport House 1360 9th street Greenport,NY 11944 Design Consultant BAAB,LLC 234 south Main St#403 Middletown,CT 06467,T:202-236-8036 Professional of Record Ulgur Aydin,PE KSK Construction Group 136 N 10th St,Brooklyn,NY 11249 Owner: Abigail Nitka 165 North 10th Street Brooklyn,NY 11211 Structural Engineer. Silman 32 Old Slip,10th Floor New York,NY 10005,T:212-620-7970 ti 'b MEP Engineer. EP Engineering P 110 William St y New York,NY 11038 6 an scope Archhect /Z//� / 1� Nishiel Patel Design Office 372 Jefferson O \ ' Brooklyn,NY Ave \ 1 Civil aceSp / ��, I subsururface S ecialists Inc 71" \ \ 10SMRoad,Suite 124 Mel Melvillele,,NY NY 11747 T:631-980-3912 Property Line \ \ \Z- \ - - - _ _ 1 ! m Inigation - - -.. "Mach ..: _ - _ _ _ water/ower \� q �/condensers , : - / This document is an instrument of / I I ) \\ \1 \ \- - `- - ____\ \ -e o[��p p :\ - y .-_°4 professional service.It is intended for use / I \ - I 1\1 1 1 \ 18'-6' :k; T ��—--\- —_ - \ --\ - - S -_ yQ./ --`- 4 only as drawn and noted.Contractor shall vQ ` - -7, Min1mum Side Setback verify all dimensions. I\ ,:;rsQT,jq.w,},.a ! \ \ DEC Tidal Wetlands \ 7 -` - Proposed Patio ` / •j•�r>�(; „--Ulf'. , i�`,.,, 'S:4s. �� \ \." * -y.:cL ',,CS;v:$;c,: Jurisdictional Line \Pavers on gravel ,J' s,' ..� - i J_: o sedfJy I I I \ \ \ \I \ to foot contour '\; - \5 SF `' - DdvewavNJalkwav Tidal Wetlands \ \ \ \ ! - -+;-''^•" 060 � /I I d \ \ \ 98:3. I �7 /' A:,,<�;; •:';:{'�s<;��:�=::�:y,�:,e:,Cry N- r I I ) 1 1 I III \ \ \ ,/ �sss� I � :.;,�z,,y; :•.,:- a I �s 14', 73 ��z« ',�•;;'...,::'•,� l l.�_::t,2:; �.� ✓�'.•�`i- r Permeables�.f N: (— I No Work or Distubance / I \ / /;. -+ 'k. - Proposed Pa `��`•sc=<.o:. "+ / I I I \ \ / rs;,,`�i+s.;.' .;.f+-.__.: �ii ' .-1.`0`° -i Seaward of 10 foot contour / / / I \ \ \ / / ,'.',: -�.+--.-:�,-i Paverson ravel ' paving, !'`"-.x / r! \' f Proposed 1 Story q�',>v", �550 5F ,0 \ I I / \ // / / \ 1 \ ( // / ";;,'i'•. \ '*/;+ +i{lam. m \' z �� 5 0 -0. \ I / ry / / / \\ ) 1 \ / / Proposed Pa9o -. 3,420 SF R..N/ 1 + _�------- - 1 `';::'.•, - 3.044 SF Interio ,� �"'� \ r:Pavers on mvel� �,.F�� 9 ?', e` I -L�+sso sF'x,'� +0'-0"=16'-0" 1a / I I I as delineated by P Bowman,PhD, - 78 S/ 11I 1Landward Limit of Tidal Wetlands SF_9,202j /4,f Rwm I h14 1.3 / FEMA Flood Zone Line(6 foot contour) / I. Proposed \ '' `;":`: . - y / I 4�,i.i:i��:;,h''�'t G:.•:ti:.•'.x>.;.xi. ;n' `.,'•.`,.�r\ / -----� I' -I: Permeable - �,i.,;t�;rs:. - s;>.,a /- _ -I -- �,:/;.t':"�.•,_ \ I � 1,0055E _ Ywell _-.,C":G•;4 "'�_ ��*.\ t--_ �p +-t78 SF- / /9 ' .; u^.f,•;r;':ias rtts:l+ '+fy's[a?,�Yys:ti Proposed ! Frf y_yf'. , / /p�•- - 14.'-I \ l vl .Gr i{,yc'; I 40 SF rS; / r •.j . .1- Minimu / a 9 // 1 / / r / / / / I�'I. ,' ...,• - ��: .. �=-I. ` �_ _-''.I.--:, `-14 .. 5 Proposed:,-.. ,•4 *' �; m .. nigation sidesettiack w_er'I' -Pavin _ c Properly Ll,a759 \ DDSs! !2 Eli seal&signature: Ali site drainage,roof storm water collection,and outdoor shower all piped to on-site drywells. No. Description Date M Ay 2 6 2023 �. S,^,u iid Tauten Board of Trasiees --..- .,-.. ___-------_---' Site Plan A-010 1"=20'-0" Pmiect: Greenport House 1360 9th Street Greenport,NY 11944 I Destnn Consultant SAAB,LLC 234 South Main St 0403 Middletown,CT 06457,T:202-2363036 \\ I Professional of Record Ulgur Aydin,PE 1( Construc ion Group 6K 10th St,Brooklyn,NY 11249 Owner: If \ \\ IAbigail Nitka 165 North 10th Street Brooklyn,NY 11211 _ - - —\ - - - Property Line \\ \\ I Structural Engineer. Sit 1 I 32 Old Slip,10th Floor \\ - °- .' \'..• q _ \\ - -- -�\ - .. - - - - _ -- - - - - - - 7 New York,NY 10005,T:212.620-7970 Irrigation ,\ - - - - - _ MEP Enaineer. waterl ower ,\ - - I P � - Mech.. � - - � \ - _ .. _ _ � -- EP Engineering \condensers _ _ \ - - ---I - 110 William St --9 - New York,NY 11038 Ni�wl Patel - I 372hJefferson Ave Design Office \\\ - \\ /2• _\ _ _ \\ \ - -\ -—''---—-—-__—-_ —--:�.. - M. 372 Side Se(back Brooklyn,NY \ :\. Proposed Patio \ \ - I-. : -� �- : _ ..:�. ,_,r -.! ww•.,y"�.`whp%x•:3• �•?,`�:;.;�:>, _ Civil Enaineer. . - \ - \., -- '4;'reT �`:s':- , r`, f:i3.'4Lir s�,'sryr. 7 \ '\ Pavers on gravel \ -1 - / _ _ .:,•;r" - - >•.<<� 4 - Subsurtace Specialists Inc tan Wetlands - >;?.•%�': :`c.•?``X?2tii'?+.u, 75 S ast^'3 s?s�. "'4''` `27 I 105 Ma><ess Road Suite 124 r :: / . tonal line ._.. t. 4•: \ ?• _ Melville, '•-wi•` NY 11747 T:631-980-3912 - *°'.s;•:4•'^ Kr.•;°•.`i°l;:•"i.`iF7.3`:fr`e`:i•.� 0 contour). IN \ \ . \ I. r' s;s.::•=,•_ ?'rJ r�t�i,,•s 1i'�: \ r \ -;.xs1 '•y •.`i:'}�.io`,•.o-'':,..�. :,`,.mow•:J: -e`•^i:.,`G,s`•"�'t;;n':';'r,: _ o \� - // \ \ _ - �\\ \ \'- - =I' / - _tii3;t•;4sv�i�? - �tar:;.4 _ _ +si.;j,PrivewavNJalkvrav°<sir_I;;,T•s.;ys \ .98'-7" ,?w"�. .>.'• ?,.y�,• ,wAn''rw 2.060 SF:` �x4.`•,. :,.;c;, 1' 'z;;;yrr';'6 � 'r„%�::-N ' ' '• •t' '�'' This document is an insWment of `tk:r`A%+-, - 1 "'�'^`��3u: '::1'�a.,'':1':?: r?C .e,^:�'i>4<�`riyf.'%:•., 1 \ - :_1 y^;L:,,� ! -x.ts�:p;i%;4?if;f.�,v.:,s:' 4'%_D;�•s%b.hra=._.;'_:ryd- Professional service.It is intended for use \ / \ r- -;a.t - - - :>;,...�n;.•'•'� -z:` .}ia _ only as drawn and noted.Contractor shall verify all dimensions. 15- 78 s- - -�,,,:���atiT,•yc� _,`t�,<::G•:$3c�':f:'x't - I - / 'ic>�>�•>o�•..>.z••:z'Y>.z•:::�•?:<u?:��e<. \ \ / / \--/ / _..�trq,;; ;• sJ-! - _ - - .I sss�- \ / 4{�•; �;r;,- - - - :Proposed Patio \ / _•.j, Pavers on gravel /f \ 7 \ 1 / iir'•c�''S';x�;>:z'Y'z"•:j;'" (. ssosF �;v,.7,.7rti:.>- Ili %.3.420 SF Root/ 3,044 SF Interior c` 7 \ I I Interior+0'-0"=,6'-0"NAND - \ Pavers on gravel 4` 1 \ \ \\ \ / // f�?'.;��;�j's'�•1 \ _ 990 SF / 1 I /3 I I 7ip 8 SF 7q.-f, o 1 I m f % I I I I I - \ 'rr;;e-::;�•:. � ',yM1�sti{^ 1, `I �s = � ___------ I a—� �' y � i� �1+ -74 I 1 I I Proposed E }t,•tt, �, t `r-n•.3^is;T;`t �::;;,;s�iq•,}:'s", /- / \ �y '.' ', I Permeable \ ::�•,.�,'u'.• z' '�<s .':w°s$::�' ."+'nw`-�. /. - \ `!•i `L !y IF i Paving .',`.lx:',73:n, ;xir '% -`e`?`=,`iiS%,>.R'; -;i. _•W.•..,..... _ .I. p. 1005 s �'�:_.•... --_- - F - :i�:S;`i:"2.y I / '`S: +,`'`�n•`r`Sn•uF.i�:A•:s / \ .�:%Yw- .w�nrw�.,r�.u.y_.�':::�:"�•:`t•�:::(,':. <' \ _ �•,f;, z:% %•.;,;;r;v-• -vs, \ :I thus` I I' iYA`f i`:�,., %'.:}n';C;:f;': I.,. .:>;%.`Si'.{•�f::w.a� ;:.x•.r:.�'... \ - } I - - Outdoor s ut or hoover / a. D el '\ �M� .x%r L• - 40 SF 14 r'n 'F,=" i�?:�"it•7:t>bt=e;:G�r /�- .•}.5r;`� a Y" I r 13 T Seal Signature: Proposed Permeable Minimum side Se ba / `_ (J` Irrigation Pavi "•e;4"d' / ck _ �' 'water/power - 2,060 SFVs•jam>° 1- - 14 14 — 13 Property unel I No. Description Date �ry rz Ali site drainage,roof storm \\ f { kL "�.i ,r water collection,and outdoor shower all piped to on-site \ S r' drywells. /MAY 2 6 20023 - - ��_� -------- - � r Site Plan Enlarged SOUf116-0 Ic"' ii S Board of Trus pas _ ._.� A-011 3132”=1'•0" Project: Greenport House 1360 9th Street Al B7 C7 D7 Greenport,NY 11944 Design Consultant �\ BAAB,LLC 1 -------- 234 lecto Main St#403 06457, I Middletown,CT 06457,T:202-236$036 tllgur Aydin,PE —leo Jl KSK Construction Group 136 N 10th St,Brooklyn,NY 11249 ' I / I ' owner: Abigail Nitka 165 North 10th Street Brooklyn,NY 11211 1 � i Structural Engineer. Sil— 32 Old Slip,10th Fleor New York,NY 10005,T:212620-7970 MEP Engineer. EP Engineering 110 Yo tam St New York,NY 11038 _ I Lantlseaoe Archkect Nishiel Patel Design Office 1 372 Jefferson Ave ' Brooklyn,NY / I Civil Enaineer. i Subsurface Specialists Inc ess Melville,NY 111747 7:631-980-3912 ----- ------- I ---------------------------- ---- --- ---� / II This document is an instrument of professional service.It is intended for use only as drawn and noted.Contractor shall C2 verify all dimensions. A7 � i 3b i i A2 / C1 1 3a i i INN B, iCO L ---- ----------------- ----- '-----A--- —T ---J — Seal BSignature. I ' No. Description Date I ' \ -- --- IV Ay 2 6 2023 L [ Plan-Foundation $I)t1u joEi)-IC't1i-_-�--.�a f[[ D2 __. Boamroffrustees A-1®® 1/4"=V-0" Pmiect: Greenport House 1360 9th Street Al B7 A-201 C1 D7 Greenport,NY 11944 Design Consultant �\ 1 28'-2" 2 7'-10- SAAB,LLC 234 South Main St#403 G-N2 Middletown,CT 06457,T:202-236-8036 1 G-N3 1 I Professional of Record Ulgur Aydin,PE KSK Construction Group 136 N 10th St,Brooklyn,NY 11249 1 Gw1 1 1 Bath I I Omer 1 Bath G{7 I Abigail Nitka 1 02A I / 165 North 10th Street 01A 78 SF Kid's,Betime. I Brooklyn,NY 11211 1 Primary Bed om 78 SF 02 I Structural Enoineer. 1 Silman 01 21J8 SF / 32 Old Slip,10th Floor ' 1 I / New York,NY 10005,T:212520-7970 / 312 SF 6'-9" 6'-9" / MEP Engineer. EP Engineering 1 2•-2, , 4'-0 , 110 William St 4'-0" I / New York,NY 11038 1 , I andscaoe Architect AHU UVFI ERV W/D I 2-2' I Nishiel Patel Design l�ffice 372 Jefferson Ave 1 I 888 I I Brooklyn,NY I I Civil Engineer. i 4 / Subsurface Specialists Inc 105 Maxess Road,Suite 124 EL-C / Melville,NY 11747 T:631-980-3912 Ix \ m I \ professional anal service.ment is an rIt itintended for use only as dram and At r \\ AC) G-E2 \\ - C2 verify all dimensions. Contractor shall \ I Di \ � • \ Living R. _ \ \ 03 I \ 3b \ — \ \ 493 SF G-E3 \ \ \ I \ I Im \ G-W2 I _ \ A2 I 36 T G-W3 G-E4 I b I \ vg r hen "w OS _ Dining Rm \ I >,• , ; I 04 aD 9 SF I 338 SF HU MAo G-W4__ I \ {�2 /.--r 2 1 Seal B Sianature: I{ 0 ---- —___ _ _----_ i G-E5 IM ❑ I 1 Guest Bdnn ath � 1 06 07 Study I 1 No. Description Date 197 SF 89 SF 09 1 --WS 289 SF / 1 1 40 G-E6 t :� GS1 I GS2 1 Itll H I Lv?3 ! GS3 `' ^ 1 v Soull!�'L-IDi"O Plan-Ground Floor i A-200 ._...__.:-. .. f 0aarcf of irusiees - C2 D2 A-110 1111=1.1. Greenport House 9th Street Gree 11'-2" Al 61 C1 D1 Greenport,NY 17944 Design Consultant 234 South Main St#403 `J Conceaed l downspouts I 10'-3' Middletown,CT 06457,T:202.236036 i - Professional of Record 5 Ulgur Aydin,PE KSK Construction Group 136 N 10th St,Brooklyn,NY 11249 Supplemental scupper outfall to gravel below Own—. Abigail Nitka 165 North 10th Street 13'-7" Brooklyn,NY 11211 15•-9" Stmctumt Engineer. Silman 32 Old Slip,10th Floor New York,NY 10005,T:212-620-7970 Nate MEP Engineer. / All downspouts and stormwater EP Engineering drainage to be routed to nearest New.Iliamst York,NY 11038 drywell.See Plumbing. Landscape A rohitect Nishiel Patel Design Office 372 Jefferson Ave Concealed / downspout Brooklyn,NY Civil Engineer. Subsurface Specialists Inc 105 Maxess Road,Suite 124 101-91, Melville,NY 11747 T:631-980-3912 Supplemental scupper I This document is an instrument of outfall to gravel below professional service.It is intended for use 12 10" drawnonly as dimensions ted.Contractor shall verify al A7 / ,YYLJ 9• 9" � - - I, 3a 9' 8" oncealed A2 - downspout I D1 Cl Cif- */ / k3%-GU Com,aled downspout 3a I 9 9" 20'-2" i B2 downspout D2 Supplemental scupper outfall to gravel below Seal B Sionature: 10'-10" �J 9•-10" I i 13'-4" I / i No. Description Date 13'-8" Supplemental scupper outfall to gravel below I ��j+-�-,, ti , \ rE Concealed r downspout 11 3" dY 2 6 2023 Plan-Roo( ez Dz 02 iUUti oft%town - Boai__7 of—W!s Oes __:_--:�..__ A-12® Greenport House 1360 9th Street Greenport,NY 11944 Design Consultant BAAB,LLC 81 r q2 r C7 Dt C2 234 South Main Y St ,Middletown,CT 06457457,T:202-236-6036 Professional of Record Ulgur Aydin,PE KSK Construction Group 136 N 10th St,Brooklyn,NY 11249 I � Owner. Abigail I 165 North th 10 10th Street Brooklyn,NY 11211 Structural Engineer. -----.— Silman 32 Old Slip,10th Floor —— New York,NY 10005,T:212-620-7970 MEP Engineer. EP Engineering 110 William St New York,NY 71038 I 1 Landscape Architect Nishiel Patel Design Office I 372 Jefferson Ave i I I Brooklyn,NY Civil Engineer. 705 Mimes.Road,Suite 724 _--- -- - . I walls Subsurface Specialists Inc ® Melville,NY 11747 T:631-960-3912 f l I I This document is an instrument of professional service.It is intended for use il i l only as drawn and noted.Contractor shall ' � —_ • —, i _ I i� i 1 � verify all dimensions. � I -- - = — First FI s OElevation 2-a 3/8"T 1•-0" 4 .� REP lei -------------- I ✓ c` _�-__`I tom; 1, �\ , I I. ! Seal B Signature: —L II r - � I ILII,I IIII IIID R'Illy�� Iliul I� II lAll it I III. IIII I IIII'II� I' +j�l' III!! No. Description Date I I ! I ry I I.I�', it I 1111111 il! i h � I !I f. Ili IIII r I i, O a 318"=I'_0" I [{Iy{•� rrff 1 FLf�/fff MAY 2 6 202 CL Elevations--terior Lgiy —souJta(a 101,1— A-200 — _,_,__ Boardl of Srislees 316 =,-0 Greenport Nouse 1360 9th Street Greenport,NY 11944 Desian Consultant BAAB,LLC 234 South Main St 0403 Middletown,CT 06457,T:202-236-9036 4 Professional of Record Ulgur Aydin,PE 1 KSK Construction Group \ i 136 N 10th St,Brooklyn,NY 11249 ON Owner: I Abigail Nhka 165 North 10th St Brooklyn,NY 11211 Soman 3201 Stip,10th Floor 1 \; New York,NY 10005,T:212{.20-7970 MEP Engineer. ! ' \ r EP Engineering i I 110 William St New York,NY 11038 —{ Landscape Architect Nishiel Patel Design Office 372 Jefferson Ave Brooklyn,NY Civil Engineer. Sub urface Specialists Inc ____ _ .___._ ___ Walls e 105 Maness Rod,Suite 124 - __ _ ' Melville,NY 11747 T:631-980-3912 id This document ism instrument of professional service.It is intended for use ! i only as drawn and noted.Contractor shall I .�.".'f verifyall dimensions. E' - IAi L - _ •-.rFrst Fl 01- s I OElevation 1-a 3/8'=100" ! 1 I 1 I I I 1 1 , Seal 8 Signature: wars i I No. Description Date it i I l i I I ! I I 1.111-121, ,� I pt 9EL I I y/AAY (� O 318 ah1n0" M b I I I I I l 2 �(+1" 2 0 23 / Elevations-Exterior of"trustees — 1_ 318"=r-0- MAIN ROAD - N .Y. -25 / ' ' EL. 13.6 I 12/15/04 I BY McDONALD GEOSCIENCE i I • tI•' (. - . ,. � N� DK. BRN. , a J SILTY A u w LOAM / N I BROWNSITE `t SILTY \ CONTRACTOR TO INSTALL PROPOSED SILT 3 /( SAND "� 1 PROTECTION FOR DRAINAGE STRUCTURES I in+, t SI IMMEDIATELY UPON STRUCTURE TEST i LIMIT OF NYSDEC JURISDICTION INSTALLATION, SEE DETAILS HOLE ^ p0L COINCIDES WITH THE EXISTING 10' CD NO.11 PALE CONTOUR AS PER LETTER OF NON PROPOSED 8"0 PVC r? BROWN " ROOF DRAIN CONNECTED 4 -- FINE 0 a; r, CANAL JURISDICTION DATED 4/21/2023 TO DRAINAGE LEACHING D ELECTRIC MEDIUM POOL LANDS BENNETT & SERVICEPROPOS, BY OTHERS S o SAND i i' .� '''Coll, PAVERS ON ) N 3 LINNET 13.38 WATER / GRAVEL THRUST BLOCK (VACANT) , G (TYp) f140 LF PROPOSED NE7 EL. 0.6 WATER SCTM# 1000-45-6-9.2 1" WATER SERVICE 0 CL 13.7 IN PALE � MECHANICAL ( a STREET" 7 BROWN PROP. CLEAN OUT o -- _ S 870 '5'10» E CONDENCERS CLEANOUTS I 13-44FINE TO W 1�Z 1 ' (RIM 15.50) PROVIDED AT 75' 3 eP MEDIUM - 1�' 533.57 �= SAND PIPES COVE '.� ,o � •=-..-- -. �..-_�, � _ � �5• MAX INTERVAL (TYP) k 2 k Q _ NEW 1" TAP TO - TEST HOLE DATA m o I=o E \ ^� EXISTING WATER MAIN O LANDWARD LIMITS OF TIDAL ^' ( ) O WETLANDS AS DETERMINED •\ �� (yy) g (� (E) w e KEY MAP SILVER SANDS O BY WP BOWMAN, PHD ON �, r O Z J I 7' SDR-18 IGS I LLC �- SEPTEMBER 9, 20227 0- (W) SCALE. ��=600' S PROPOSED CANT $. I ( � CO :/ HOUSE SERVICE FROM (S) EXISTING SEWER MAIN 100-45-6-8 W' � i I z LOT No. 3 pO E 3 STORMWATER DRAINAGE CALCULATIONS SITE DATA 69,176 S.F. IVO. N J rn 2 v� O I ( ® ( 1600.I (Ito) l��l ^' �^ I FULL DEPTH PAVEMENT DRAINAGE AREA (33.753 SF) - 2" RAINFALL PROPERTY OWNER: MEADOWS AT GREENPORT LLC J (16.00) • • w a �__! - RESTORATION MEETING ROOF AREA 3,420 SF X 1.00 X (2/12)' = 570 CF ADDRESS: 1360 9TH ST, GREENPORT, NY 11944 TOWN OF SOUTHOLD IMPERVIOUS AREA 0 SF X 1.00 X (2/12)' = 0 CF S.C.T.M.: 1000-45-06-9.3 I N STANDARDS, MIN 2' - PERMEABLE PATIO WALKWAYS 4, LOT AREA: 69,176 SF (1.5881 Ac) CO �Pp / 239 SFX 0.30 X (2/12) = 212 CF Q CANAL / J WIDTH. LANDSCAPEAREA 26.094 SFX 0.15 X (2/12)' 652 CF EXISTING USE: VACANT x 14.s V RS ON PROPOSED 1-STORY (16•x) - 434 CF PROPOSED USE: RESIDENTIAL / GRAVEL SINGLE FAMILY Z Q (TYP) DWELLING 5 3 I TOTAL 1' EXISTING ZONE: RESIDENTIAL LOW DENSITY (1 Ac) (R-40) z WE GFA PROVIDED NO. OF BEDROOMS: X `O 0 / 1 (\°_°/ I (3BEDROOMS) �, (RD) q®ql r. / DLP-01 5' E.D. OF 10'0 LP 0 68.4 CF/VF = 342 CF SCHOOL DISTRICT: GREENPORT UFSD FIFE 16.08 E \yyV"'l1/ �`�� TEMPORARY CONSTRUCTION DLP-02 5 E.D. OF 10 0 LP 0 68.4 CF/VF - 342 CF POST OFFICE: GREENPORT (11944) 6• I PERMEABLE ENTRANCE, SEE DETAILS WATER DISTRICT: SOUTHOLD DLP-03 5' E.D. OF 10'0 LP 0 68.4 CF/VF = 342 CF W 74.3 ( DLP-04 6' E.D. OF 10'0 LP 0 68.4 CF/�lF = 410 CF FIRE DISTRICT: GREENPORT / I PAVEMENT (TYP) (1`a�::;:';. �p� DEPTH TO GROUNDWATER: SEE TESTHOLE DATA :•a'e:: '' l CONCRETE WASHOUT �•...� ";; :,.;... ,. A ;: ( °) , TOTAL 1,436 CF DATUM NAVD88 AREA, SEE DETAILS CLEARING LIMIT: 33,753 (0.78 AC) I N 2.27,50„ BUILDING LOT COVERAGE: 3,044 SF / 69,176 SF = 4.40 ,CZ ......� (13) 1A�I I , , ce Cv o S SMCP NOTES E:D (14) o 8 1. ALL SECTIONS OF PERMANENT AND OR FINAL DRIVEWAY CONSTRUCTION LOCATED WITHIN A TOWN R.O.W. MUST �� -(13) / II �1� 3 v MEET THE MINIMUM REQUIREMENTS OF THE TOWN HIGHWAY SPECIFICATIONS AND IS SUBJECT TO THE APPROVAL 516.22 ""'� � OF THE HIGHWAY SUPERINTENDENT. ,0g. .. ::.- �z O -c W NIS. �`�"�'► (t ' 2 Y 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NEW YORK STATE GUIDELINES FOR URBAN PROPOSED DRAINAGE LEACHING + ��-- _ �� Q DILA POOL, SEE DRAINAGE CALCULATIONS CLEARLING LIMITS, � w N ^ CO � � � EROSION AND SEDIMENT CONTROL MANUAL AND THE NEW YORK STATE STORMWATER MANAGEMENT DESIGN MANUAL LATEST EDITIONS. CONTRACTOR SHALL REFER TO THESE GUIDELINES FOR ADDITIONAL FRAME FOR EFFECTIVE DEPTH (36,600 SF, 0.84 AC) a �. �-- ' HED LANDS N/F ROBERT INSTALL HAY BAIL AND OR SILT W W �- - - INFORMATION.THE CONTRACTOR SHALL REVIEW SITE CONDITIONS THROUGHOUT DURATION OF PROJECT, MONITOR, MODIFY AND UPDATE ONGOING EROSION PROTECTION MEASURES AS NECESSARY. PATRICK NELSON JR. FENCE AT CLEARING LIMIT, I RESIDENTIAL SEE DETAILS (TYP) 3. CONTRACTOR SHALL KEEP DISTURBED AREAS TO THE MINIMUM REQUIRED TO ADEQUATELY PERFORM SCTM# 1000-45--6-9.4 / 3 THE WORK. AT ALL TIMES THE CONTRACTOR SHALL MAINTAIN THE SITE IN SUCH A MANNER THAT ( MINIMIZES EROSION OF THE SITE. PLACE EROSION CONTROL SYSTEMS IN ACCORDANCE WITH SOUND N JUDGMENT AND GOOD CONSTRUCTION PRACTICE OR AS ORDERED BY THE TOWN. N N a I 4. THE CONTRACTOR WILL BE REQUIRED TO INCORPORATE ALL PERMANENT EROSION CONTROL FEATURES INTO THE PROJECT AT THE EARLIEST PRACTICAL TIME TO MINIMIZE THE NEED FOR TEMPORARY CONTROLS. CUT SLOPES SHALL BE PERMANENTLY SEEDED AND MULCHED AS THE EXCAVATION N PROCEEDS TO THE EXTENT CONSIDERED DESIRABLE AND PRACTICAL. 00 N 0 30 60 6,0 M _.I 5. THE TC 'fPORARY EROSION CONTROL SYSTEMS INSTALLED BY THE CONTRACTOR SHALL BE MAINTAINED IN. DIRECTED BY THE OWNER AND/OR ENGINEER TO CONTROL SILTATION AT ALL TIMES THROUGHOUT Ap -- --- THE DURATION OF THE CONTRACT. THE CONTRACTOR MUST RESPOND TO ANY MAINTENANCE OR PROPOSED STOCK PILE �� SITE PLAN BROWN STREET- PVC �� ADDITIONAL WORK ORDERED BY THE OWNER WITHIN A 48-HOUR PERIOD. SCALE: 1"=30' ++ PIPING SCALE: 1 = 30 --------- ---------- � �� 6. SLOPES THAT ERODE EASILY OR WILL NOT BE DISTURBED FOR MORE THAN 14 DAYS SHALL BE VINYL ; iii TEMPORARY SEEDED AS THE WORK PROGRESSES WITH A WHEAT, RYE, OATS APPLICATION, OR AS FABRIC VINYLII CON ` ` OTHERWISE ORDERED BY ENGINEER. In ,- 2 ll'-D"MAX c.eoa / III _-----\\\1 \� 7. ALL PERIMETER EROSION CONTROL BARRIERS SHALL BE INSTALLED) PRIOR TO COMMENCEMENT OF t. PROPOSED SILT FENCE AROUND PERIMETER OF STOCK PIL `;:;; ;a}T a...... :`lVl.; ,{ �7I ma 6� CONSTRUCTION ACTIVITY. GRADEf. !- 1� _- a , ft "• x; y. k N, 4M Lk x� y .. *'• ' r" -r ... .�, , ,l• € W 8.0 MIN. 8. THE BARRIERS SHALL BE SILT FENCE, STRAW BALES, OR BIO BAGS PLACED AS SHOWN ON THE xLL r y DRAWINGS AND DETAILS. A GRADE y. o r �Lo� N CONCRETE 9. BARRIERS SHALL BE MAINTAINED IN GOOD WORKING CONDITION AND REPLACED WHEN DAMAGED. TYPICAL STOCK PILE PROTECTION- � WASH - OUT 10. STRAW BALES OR FILTER FABRIC INLET PROTECTION SHALL BE PLACED AT ALL CATCH BASINS AND DETAIL PERSPECTIVE VIEW N.T.S. DRAINAGE INLETS WHERE SITE DRAINAGE IS DIRECTED. 11. CONSTRUCTION AND WASTE MATERIALS SHALL BE STORED IN ROLL-OFF CONTAINERS TO BE CARTED N.T.S. 3s" MINIMUM 2 x 2 NOTES: OFF-SITE BY LICENSED WASTE HAULER WEEKLY. Cn FENCE POST 12. DOUBLE CONTAINMENT TANKS SHALL BE UTILIZED BY THE CONTRACTOR WHEN STORING POTENTIAL to NOTES: __-_ 1. CONTRACTOR SHALL PROVIDE A CONCRETE WASH-OUT BY RTC POLLUTANTS ON-SITE TO MINIMIZE EXPOSURE OF THESE MATERIALS TO STORM WATER. 8 WOVEN WIRE FENCE N 1. STOCK PILE OF SOIL SHALL BE TEMPORARILY PROTECTED IF LEFT EXPOSED (6 x 6 - 10110 WWF) z SUPPLY 1-530-589-2007 (WEBSITE WWW.RTCSUPPLY.COM) FOR GREATER THAN 14 DAYS, BY THE USE OF SEED, ANCHORED STRAW Z CONTRACTOR OR APPROVED EQUAL. 13. PERMANENT LANDSCAPING IN ACCORDANCE WITH THE APPROVED LANDSCAPE PLAN SHALL BE rn FILTER CLOTH = INSTALLED AND MAINTAINED AS SOON AS PRACTICABLE AS A PERMANENT STRUCTURAL AND e MULCH, ROLLED STABILIZATION MATTING, OR OTHER DURABLE COVERING. s� N 2. LINERS FOR THE WASHOUT ARE AVAILABLE FROM RTC SUPPLY VEGETATIVE MEASURE FOR SOIL STABILIZATION, RUNOFF CONTROL AND SEDIMENT CONTROL. p FOR MULTIPLE USES. 2. A BARRIER MUST BE INSTALLED AT LEAST 15 FEET FROM THE TOE OF THE e __ ____ + 14. CONTRACTOR SHALL ONLY CLEAR AND GRUB AREAS WITHIN THE LIMITS OF CLEARING. STOCKPILE TO PREVENT SOIL MIGRATION AND TO CAPTURE LOOSE SOIL. EMBED FILTER CLOTH �aoF 50 MIN. aE MIN. 6" INTO GROUND BUT SUFFICIENT TO KEEP 3. VINYL-CON 810 FROM RTC SUPPLY OR APPROVED EQUAL. 15. CONTRACTOR SHALL FURNISH, INSTALL AND MAINTAIN EROSION CONTROL MEASURES FOR THE 3. STOCK PILES SHALL NOT EXCEED 15FT. IN HEIGHT AS PER TOWN OF z a, SEDIMENT ON SITE CONTRACTOR SHALL MAINTAIN UNIT IN OPERATING ORDER DURATION OF THE PROJECT AND/OR A.O.B.E. OR MUNICIPAL AGENCY HAVING JURISDICTION ON A OYSTER BAY STANDARDS. 4 THROUGHOUT THE PROJECT DURATION. UNIT SHALL BE CLEANED DAILY BASIS. V) w HAY BAIL AND/OR AND CONTENTS DISPOSED OF PER NYSDEC REQUIREMENTS UNIT MAXIMUM DRAINAGE AREA -- - a SILT FENCING SHALL BE REPLACED IF TORN OR DAMAGED. WASTE SHALL NOT 16. PERIMETER SLOPES - ALL EMBANKMENT SIDE SLOPES SHALL NOT EXCEED A MAXIMUM 3:1 RATIO. Im 112 ACRE 1 100 LINEAR FEET 0. EXCEED 75% OF UNIT CAPACITY. o a 17. DOUBLE CONTAINMENT TANKS SHALL BE UTILIZED BY THE CONTRACTOR WHEN STORING POTENTIAL SECTION DETAIL LL=` POLLUTANTS ON-SITE TO MINIMIZE EXPOSURE OF THESE MATERIALS TO STORM WATER. LEGEND ° 0 0 'tea 18, LANDSCAPING AS PER THE TOWN OF BROOKHAVEN APPROVED PLAN SHALL BE INSTALLED AND .� SILT FENCE DETAILS W �,:.� .:-',•,J. ,;. ._•,,� .;�:,•::..;::,;;-; ��: :; :::; , , ,:..,:;� ';:. -:-`.",;`.:;.�:;. ,.-.. ._ o MAINTAINED AS A PERMANENT STRUCTURAL° A, A, RUNOFF CONTROL AND SEDIMENT CONTROL.AND VEGETATIVE MEASURE FOR SOIL STABILIZATION, (A SCALE:NTS EXISTING SPOT GRADE x XX.XX ��, ' �� B a SEDIMENT LD 9 9 z a 19. SEE EROSION AND S D E CONTROL ,TAILS ON THIS SHEET. � PROPOSED SPOT GRADE x(XX.XX) `. ' z oN Q � a DEMO SPOT GRADE I f O d w 9„THICK PRECAST EXISTING MAJOR CONTOUR CONCRETE TRAFFIC �`-� ; FLOW L ^J 4 BEARING SLAB. - - -- ---- EXISTING GRASS N EXISTING MINOR CONTOUR SWALE AREA h PROPOSED MAJOR CONTOUR (XX) _I- o GRASS SHOULDER �� °> ^ i��� AREA. TYPICAL PROPOSED MINOR CONTOUR (XX) , CAST IRON INLET to _ GRADE GRATE$FRAME T DEMO MAJOR CONTOUR j __ GRAS ___ ( I CONSTRUCTION ENTRANCE-FOUNDATIONOFCOMPACTED ��- f �v 3/4"STONE BLEND OR N.Y.STATE C.O.T.APPROVED R.C.A. �v pTnmT �T o DEMO MINOR CONTOUR SLOPE FACERTICAL I FILL TO1B"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. I l J (=IIIII=IIIII REV ���� ��� DESCRIPTION 1r 1101V CLEARING LIMITS SILT FENCE M AND/OR HAY BAILS �j III =IIIII R E V 1 S 1 0 N S a � ;,;s'. ?�r;'iii y� OWNER / APPUCANT: i SILT PROTECTION FOR DRAINAGE BEDDING DETAIL PLAN VIEW �= ABIGAIL NITKA 165 NORTH 10TH STREET STORMWATER MANAGEMENT CONTROL PLAN 9 STRUCTURES ANGLE FIRST STAKE TOWARD - ®®®® ® ®®®®� ® BROOKLYN, NY 11211 yaps PREVIOUSLY LAID BALE. ��-` --•-^ q 0 ®q ® 1360 9TH STREET Vj •� -\ \^^/\i L ®I�I�Ili CLEAN SAND& FLOW f GRAVEL. CONCRETE WASHOUT AREA GAG _ - ®®®� LOCATED IN _-_, ___ EXISTING GRADE -- ROAD - h -- 8'DIAMETER x B'DEEP PRECAST 0 ^ _- ®®®® LEACHING RING. GREENPORT °t _-- CONSTRUC-ION ENTRANCE-FOUNDATION OF COMPACTED - �. 3/4"STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. OF NE~ TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK HAY BAIL AND/OR 6 ®® -_ `` Y , , a '•1_..' - -- - FILLT018"(Nin.)ABOVEEXISTINGGRADEFORDRAINAGE. ®®® -•v� C � .-;.,.- -,.. ,;.� - - SILT FENCING a CONSTRUCTION ENTRANCE \>,` _. .. BOUND HAY BALES 013 I I(��_ CO Pp(RI r SCTM#: DIST. 1000, SEC. 45, SLK. 06, LOT 9.3 c _ r PLACED ON CONTOUR �p, oilCROSS SECTION II Q a - -" = 2 RE-BARS: STEEL PICKETS OR I(I 0 fj�I yi W • I' i - ` LLI1J a „, Y - - W . 105 MAXESS ROAD, v CLEAN SAND&GRAVEL h a / D_ __ 2"x2• STAKESI.5'to2' IN GROUND. o = m iN -I; - I17` ��A� I } SUITE 124 STOCKPILE & STAGING AREA DRIVE STAKES FLUSH WITH TOP OF TEMPORARY CONSTRUCTION ENTRANCE N GROUND �► .-„ f r"" p. -_.- MELVILLE,NY11747 i' F (631)980-3912 HAY BALES. WATER �-w ``�� C� �, E .- ddd �1 )`�' 'W rn SCALE: NTS I IT-0•'Min. 0370" •' _-jN ANCHORING DETAIL 8'-0"Dia. T-O"Min. A r I --p,,. Ia�lII - �6 63 // ESS1G P DRAWN BY: CHECKED BY: SCALE DWG NO. L) W o STRAW BALE DIKE DETAILS Typical Section Ccs Leaching Pools DANIEL iU tLL-r'EY, P.E. " THIS SITE PLAN IS BASED ON SURVEY PREPARED BY KENNETH H. BECKMAN, IVY LICENSE Ivo. 1os7ol D. HURLEY I1. SONNEI�BERG AS NOTED SMCP-01 LS DATED 05/20/2006, LAST UPDATED 10/17/2022 AND PLANS PREPARED SCALE:NTS GRASS SWALE DETAIL Scale: NTS Z\ THESE DOCUMENTS ARE INSUFFICIENT FOR DATE: DATE: PROJECT N0. SHEET N0. 00 BY SAAB ARCHITECTURE AND BUILDINGS DATED 09/14/2022 CONSTRUCOF THE WITHOUTENCINEER OFA RL AND ECORDSIGNATURE 05-17-2023 05-17-2023 23-005 1 OF 1 I€ C. E ` js CERTIFIED T0: ' -, t : EL. 13.6 NOTE: 12/15/04 A DECLARATION OF COVENANTS & RESTRICTIONS HILMI ULGUR AYDIN j BY McDONALD GEOSCIENCE WHICH AFFECT LOTS IN THIS SUBDIVISION FIDELITY NATIONAL TITLE INSURANCE COMNY NE�V HAS BEEN FILED IN THE SUFFOLK COUNTY RAM ABSTRACT, LTD. ,�� YO DK. BRN.SILTY o CLERKS OFFICE IN LIBER 11832 PAGE 732. H. LOAM NOTE: BROWN ELEVATION SHOWN REFER TO SILTY NAVD 88 DATUM r �__�_ � , SAND AND OR EASEMENTS OF RECORD 1F ,1�'t�,-�.,>, O / n � ANY, NOT SHOWN ARE NOT THE EXISTENCE OF RIGHTS OF WAY ��, 04gg�� JPALE� GUARANTEED. FO LAND SAF BROWN UNAUTHORIZED ALTERATION OR ADDITION FINE TO a; TO THIS SURVEY IS A VIOLATION OF MEDIUM SECTION 7209 OF THE NEW YORK STATE SAND MAIN ROAD= N.Y. 2 EDUCATION LAW. WATER COPIES OF THIS SURVEY MAP NOT BEARING EL. 0.6 WATER N rn THE LAND SURVEYOR'S INKED SEAL OR o IN PALE n EMBOSSED SEAL SHALL NOT BE CONSIDEREDy:0 BROWN TO BE A VALID TRUE COPY. FINE TO r i W GUARANTEES INDICATED HEREON SHALL RUN MEDIUM ONLY TO THE PERSON FOR WHOM THE SURVEY r SAND IS PREPARED, AND ON HIS BEHALF TO THEFLAc ,o %\'-A 3 TITLE COMPANY, GOVERNMENTAL AGENCY AND x ' TEST HOLE DATA LENDING INSTITUTION LISTED HEREON, ANDTEST po TO THE ASSIGNEES OF THE LENDING 1NS77- / , HOLE coo Afo 1 7U77ON, GUARANTEES ARE NOT TRANSFERABLE. O FLAGp9 CANAL 0 I p " / /// /^� (VACANT) N W EP L FLAG#B / /// / ; / , LOT No. 2 04 3 LINNET 13.35 I � � / / i / 1� i W ' l N CL 13.77 S 87015' '� I / / �% ` I \\ \ I STREET \ EP 13.44 -\ \ \\\ \ \ \ k 5 533.A7' FLAG ? ,5 W p #35 REB 1109\ 0 I 0 d 134 0.2w �� 3 4i vMi \ \ \ \ \ \ 190 d \ d O \ \ W O FLAG / 1 1\\'� \\ \ \ \ \ 1106 07\\ 1a \ SET\ 141\ SET 138 \6 v1 � O _�J 1 \\ \ \ \ \ p103 01 \ 191 S� "'�� STK d p19 O X J 1 0 \ \ \ p1 5 d p33 121 18 \ \ 1• \ \/ \1104 d d \193 pg2 085 1 I LL- 2 \ \\\ \ \ \ pt5a+�� \ \ 1+++ d a p99 \ `1hs' \ \ 1 12o d 1+7 O V FLAGy5/ \ d 1 1114 pto0 �2 \ 5 \ SET 1 d LU Q LOT No. 3 / \ \ 1+° ` P8� 1 122 p �v Qz / I AN� LI�L1/TSS OF T/DAJt 1127 d 1";� ie d �S6 sn d \ 142 I CCE 3 2 U 69,176 S.F. ( � WETLANDS ASD TERMIIyED 1113+ t7 ' g No.12 a Z N FLAG;4 / I I 04 BY`WP 80�4(MA�V�HDION sd 5 26 lie d ° 143 18i\ SiE1Tc *�� ps ,� yr a ci SEPTE'MqER\9, }�OP2 \ pa a5�j } ,CX 1+zae __""��97 \ �i J O / / I I W \ \ \ \ -\2 "1�''�'+• 1 d SETA 16 d d SET 122 120/ / 182 $TK / STK 3-�1�� 4 W U —5\ 30 / / 14 pt l O CANAL / / / / x'g \ \ \ p1�a 5 1119 1+2+ 1 his —s�T\ PROP. HOUSE ��n� �� p� z FLAG�t3 �y/ y/ / X 1a.e s�0, \ T 1 1123 / \ '�0$TK '-6--L— F- OCATIO 24 J 1 U h \ d d1 d z —� // /� 115 0 Grp i IYE;f 4AIpS, §U7 \ 32/ /1 c� � � SET 123 Q / h a Ly tl.Tj 6f �ER \ / / ��' \ �'�'`3� SET STK 112 13 �+ O QZ / / / / -1 53 J 1` h v1�{dl ST AMIk#44 i�5 I i 115 I I I 1�. \ 135 �tts�v'• �5.;, #11 d 113 1139 y `077 a o S Ci c.1} x,50 126 d _ LU FLAG#2 / / / � �14f1 I I 4� I d t AF� 38 3 �5 `1 D d 59$TK 1t0 FNC. I I tti 1Jlil T}' / S -Z0.9'N_ 1149_ o' �� I I p13 d d 140 176 'Lts' I 145 SET RXCiBpOST& I � . I N ��2\ d \ x�4 4 / 4-- d pas STK 89'9- 5 d d l � 130 X N p145 1143 `p141 I {cfl / p47 I FLAGp1 /8Z'27' �i / — _ t 7 d 4T `"� 11..2ttii171 d d l 0 p31 ..+ J W/ `Oti x— — -- — _ / I 1I ptae FN�\Ap, w1 `lt.r'17 ° p661 �p5 150 d d \ �^ / / 1144 C. E /5 /ku 10.3NI d N 7 14 LAJ 2 en 1� � 1142 I d d � I 151 pa9 13 C 1p C) I X' \ �' `- LOT No. 4 `� / L�, _ — '1 516. �''N 3NC, / ' 3 p2 d , `y A s` (D�VELL{NG) / — DILAP. _ @54 �. — 3 ,�� 2 N/ + #2 d + \ ro / FRAME ` 1 *X26 X63— W 0 22 / SHED �' '' Na 0000 TREE TABLE 12 d \ #40A( 0 11V p1 a ID TAG NUMBER TREE SIZE ID TAG NUMBER TREE SIZE ID TAG NUMBER TREE SIZE ID TAG NUMBER TREE SIZE ID TAG NUMBER TREE SIZE ID TAG NUMBER TREE SIZE \L E/w �- 1 1701 11"12"13"5" QUAD 27 1727 6" 54 1754 10"10"TWN 80 1780 7" 106 1806 4• 132 1832 4" \ 0 2 1702 8" 28 1728 7" 55 1755 4- 81 1781 12" 107 1807 6• 133 1833 4- 3 1703 9" 29 1729 23- 56 1756 4" 82 1782 10" 108 1808 5• 134 1834 5" ' 'T io 4 1704 13" 30 1730 13" 57 1757 7"6"TWIN 83 1783 14" 109 1809 4- 135 1835 ,1" o I 5 1705 10' 31 1731 12" 58 1758 21- 84 1784 18" 110 1810 4- 136 1836 26- a ! 6 1706 9• 32 1732 4" 59 1759 5" 85 1785 22" 111 1811 4" 137 1837 4" 7 1707 22" 33 1733 4" 60 1760 7" 86 1786 7" 112 1812 4" 138 1838 14" 8 1708 11- 34 1734 4" 61 1761 7.12.6.10"QUAD 87 1787 8" 113 1813 7" 139 1839 5" SURVEYOF 9 1709 14- 35 1735 4" 62 1762 11" 88 1788 6" 114 1814 4- 140 1840 4.6"5"TRPL 10 1710 17" 36 1736 4" 63 1763 7- 89 1789 5" 115 1815 8" 141 1 1841 11"10"TWIN LOT No. 3 11 1711 24" 38 1738 4" 64 1764 7- 90 1790 4" 116 1816 6- 142 1842 9" ' 12 1712 15" 39 1739 7" 65 1765 14" 91 1791 6" 117 1817 5" 143 1843 6" 13 1713 20" 40 1740 5"6"TWIN 66 1766 6- 92 1792 5" 118 1818 4- 144 1844 12.9"TWIN BROWN MAP OF MINOR SUBDIVISION MADE STREET 14 1714 5" 41 1741 4- 67 1767 16" 93 1793 8" 119 1819 6" 145 1845 6" FOR ANN MARIE NELSON KNOWN AS 15 1715 9. 42 1742 22" 68 1768 5- 94 1794 4" 120 1820 7- 146 1846 12" CHERRY LANE ESTATES 16 1716 5- 43 1743 ,8-,7.2D"TRPL 69 1769 18" 95 1795 4" 121 1821 7• 147 1846 13" 17 1717 8" 44 1744 14"18"15"TRPL 70 1770 9"10"TWN 96 1796 4" 122 1822 4- 148 1848 7- 18 1718 4" 45 1745 11• 71 1771 8- 97 1797 5" 123 1823 4• 149 1849 15" FILED JULY 8, 1997 — FILE No. 10025 19 1719 7- 46 1746 7- 72 1 1772 6"9"TWIN 98 1798 4- 124 1824 9• 150 1850 9" SITUATED AT 20 1720 6- 47 1747 7" 73 1773 4" 99 1799 8" 125 1825 6- 151 1851 7- KENNETH H. T C 21 1721 8- 48 1748 5" 74 1774 11• 100 1800 6" 126 1826 4- 152 1852 4" BECKMAN,C KMAN a L.S. GR E E N P 0 R T 22 1722 6"4"TWIN 49 1749 10" 75 1775 1 5" 101 1801 127 1827 6- 153 1853 1 36" 23 1723 4- 50 1750 5- 76 1776 5- 102 1802 5- 128 1828 4- 154 1854 1 2- Surveying and Land Planning TOWN OF SOUTHOLD 24 1724 51 1751 8. 77 1777 13"9"TWIN 103 1803 8" 129 1829 4" 1814 Middle Country Road25 1725 12" 52 1752 78 1778 12" 104 1804 5" 130 1830 5. RESTAKE HOUSE CORNERS 2/17/2023 Suite D SUFFOLK COUNTY 26 ,726 8"12"TWIN 53 1753 6" 79 ,779 14"9"TWIN ,05 1805 4" ,3, ,831 5- UPDATE SURVEY, LOCATE WETLAND FLAGS & SET STAKES 10/17/2022 B22-21759 Ride N.Y. 11961 UPDATE SURVEY 6/21/2021 B21-20894 g NEW YORK REMOVE PROPOSED DWELLING & NOTES 6/22/2016 B16-17586 (613) 345-9427 DWG. No. 606-10101 REV. SANITARY 7/1/09 FAX (631) 345-9429 S.C.T.M. No. 1000-45-06-9.3 SCALE: 1" = 30' JOB No. B06-10195 DATE: MAY 20, 2006 AFFO(,i.cpG . s John G.Stein,Chairperson Cz coo 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 on Wed., July 12, 2023, the following recommendation was made: Moved by John Chandler, seconded by Carol Brown, it was RESOLVED to SUPPORT the application of ULGUR AYDIN & ABIGAIL NITKA for the construction of a new 3,044 sf. single-story structure, new 5,120 sf. of permeable driveway and paver/gravel paths, new 1,615 sf. paver/gravel patios, and 40 sf. outdoor shower. Site work including four (4) 78 sf. drywells and grading for stormwater control and landscaping, and clearing of approx. 15 trees conflicting with the house footprint and new _plant material. Located: 1360 9t" Street, Greenport. SCTM#45-6-9.3 Inspected by: John Chandler The CAC Supports the application with no clear cutting of the trees and the installation of an I/A septic system. Vote of Council: Ayes: All Motion Carried Glenn Goldsmith,President �dF SoUry � Town Hall Annex A.Nicholas Krupski,Vice President ,�OOl4 54375 Route 25 P.O.Box 1179 Eric Sepenoski ] i Southold,New York 11971 Liz Gillooly G Q Telephone(631) 765-1892 Elizabeth Peeples i ,y4 Fax(631) 765-6641 COUNTi,�, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only _ F'' Stir: 1' T. t;: Coastal Erosion Permit Application f' X Wetland Permit Application Administrative Permit 's MAY 2 6 2023 _Amendment/Transfer/Extension X Received Application: Slli_ Z? i IC Received Fee: $ —Completed Application: S=31.23 Incomplete: _ SEQRA Classification: Type I Type 1I Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: _ Coordination:(date sent): �LWRP Consistency Assessment Form Sent: ECAC Referral Sent: —Date of Inspection: 7•1Z-Zsj Receipt of CAC Report:_ _ Technical Review: 7Public Hearing Held: 7 14.23 Resolution: Owner(s) Legal Name of Property (as shown on Deed): Ulgur Aydin,Abigail Nitka Mailing Address: 165 North 1 Oth Street,Brooklyn NY 11211 Phone Number: 917-969-5706 Suffolk County Tax Map Number: 1000 - 45.-6-9.3 Property Location: 1360 9th Street,Greenport, NY, 11944 (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Ted Baab, Design Consultant Mailing Address: 277 Washington Ave#3G,Brooklyn,NY 11205 Phone Number: 202-236-8036 Email: ted@baab.work Board of Trustees Application GENERAL DATA Land Area(in square feet):.69,176 SF (1.60 acres) Area Zoning: R-40 (Map#2) Previous use of property: N/A(vacant) Intended use of property: Single Family Dwelling Covenants and Restrictions on property? Yes _Z_No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? Yes _nNo 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 ✓�No If"Yes", please provide copy of decision. his projectre any demolition as per Town Code or as determined by the Building Dept.? Yes ✓ No Does the structure(s) on property have a valid Certificate of Occupancy? Yes_Z_No Prior permits/approvals for site improvements: Agency Date New York State Dept of Environmental Conservation(NYSDEC) 2023.04-21(Letter of No Jurisdiction) ❑ No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? ✓�No_L1 Yes If yes,provide explanation: Project Description(use attachments if necessary): (a)Construction of a new 3,044 SF single-story structure, including excavation for footings, new 5,120 SF of permeable driveway and paver/gravel paths, new 1,615 SF paver/gravel patios, and 40 SF outdoor shower(b)Site work including four 78 SF drywells and grading for stormwater control and landscaping, and (c)clearing of approx 15 trees conflicting with house footprint, and new plant material. All proposed work is landward of the NYSDEC Jurisdictional 10 foot(MSL)(NAVD 1988)Elevation Contour, and above 10 foot elevation. Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Area of wetlands on lot: 21,519 square feet Percent coverage of lot: 31.1 Closest distance between nearest existing structure and upland edge of wetlands: n/a feet Closest distance between nearest proposed structure and upland edge of wetlands: �84 feet Does the project involve excavation or filling? ❑ No ✓ Yes If yes, how much material will be excavated? approx 920 cubic yards How much material will be filled? approx 920 cubic yards Depth of which material will be removed or deposited: varies,see pians feet Proposed slope throughout the area of operations: varies, see plans Manner in which material will be removed or deposited: Mechanical excavator 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): None. 61 Z20 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 I based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part I. 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: New single family dwelling Project Location(describe,and attach a location map): 1360 9th Street, Greenport, NY 11944 Brief Description of Proposed Action: (a)Construction of a new 3,044 SF single-story structure, including excavation for footings, new 5,120 SF of permeable driveway and paver/gravel paths, new 1,615 SF paver/gravel patios, and 40 SF outdoor shower(b)Site work including four 78 SF drywells and grading for stormwater control and landscaping, and (c)clearing of approx 15 trees conflicting with house footprint, and new plant material. All proposed work is landward of the NYSDEC Jurisdictional 10 foot(MSL)(NAVD 1988)Elevation Contour, and above 10 foot elevation. Name of Applicant or Sponsor: Telephone: 202_236-8036 Ulgur Aydin, Abigail Nitka E-Mail:ted@baab.work Address: 165 North 10th Street City/PO: State: Zip Code: Brooklyn NY 1.1211 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 F-1 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 aQencv(s)name and permit or approval: New York State,Department of Environmental Conservation(NYSDEC); ❑ ❑✓ Town of Southhold,Department of Buildings 3.a.Total acreage of the site of the proposed action? 1.60 acres b.Total acreage to be physically disturbed? 084 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 1.60 acres 4. CheI land us at occur on,adjoining an ar the prop action. Urban Rural(non-agriculture) Industrial Commercial ❑✓ Residential(suburban) R Forest ❑Agriculture ✓ Aquatic ❑Other(specify): Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ✓ b.Consistent with the adopted comprehensive plan? 6. is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? `/ 7. Is the site of the proposed action located in,or does it adioin,a state listed Critical Environmental Area? NO YES If Yes,identify: Name: Peconic Bay and Environs; Reason: Protect public health,water, Elvegetation, and scenic beauty;Agency: Suffolk County; Date: 7-12-88 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO I YES b.Are public transportation service(s)available at or nearthe site of the proposed action? ✓ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 6/ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe desip-n features and technolosies: House will target Passive House performance levels.Will perform 37.5% better El ✓❑ than current NYSECC Energy Code targets. 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: _ ❑ 1 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: Tidal Wetlands, Federal Waters (National Wetlands Inventory#E2EM1 Pd) 14. Identify the typic bitat types that oc n,or are likely to be found on tE�roject site. Check all that apply: Shoreline Forest Agricultural/grasslands Early mid-successional Wetland HUrban 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? ✓ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO If Yes, ❑✓ NO OYES ❑✓ a. Will storm water discharges flow to adjacent properties? b.Will storm water discharges be directed to established conveyance systemsan ff m drains)? If Yes,briefly describe: F✓PNO YES - All storm water will be controlled using on site strategies as per town code. Page 2 of 4 IS.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon, dam)? If Yes,explain purpose and size: Site work will include (4)subgrade drywell structures to detain storm water as El F✓ per town code. 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: Fv-1 ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: Fv-1 ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsorname: Date: 6i Signature: i OF Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning ❑ ❑ regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? ❑ 3. Will the proposed action impair the character or quality of the existing community? E 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ F-1establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ ❑ affect existing infrastructure for mass transit, biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: F-1 ❑ a.public/private water supplies? b.public/private wastewater treatment utilities? D 8. Will the proposed action impair the character or quality of important historic,archaeological, El architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ Elwaterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage a a problems? 11. Will the proposed action create a hazard to environmental resources or human health? EI Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Board of Trustees Application AFFIDAVIT Ulgur Aydin, Abigail Nitka BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Sil 6erc pert a Signat of Pr p y O SWORN TO BEFORE ME THIS- . DAY OF ,20 2 _ GEORGIA KOTSONIS Notary Public-State of New York No. 01 K06334992 Qualified in Bronx County Notary Public Commission Expires 12/28/2023 Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, Ulgur Aydin,Abigail Nitka owners of the property identified as SCTM# 1000-45•-6-9.3 in the town of Southold ,New York, hereby authorizes Ted Baab, Design Consultant 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. allva 40WNM��er'--,s/.l o e ner's gna� e Pr eignature SWORN TO BEFORE ME THIS _ 7�1 DAY OF M 20 Z.L_ GEORGIA KOTSONIS Notary Public-State of New York No.01 K06334992 Notary Public Qualified in Bronx County Commission Expires 12/2812025 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Ulgur Aydin and Abigail Nitka (Last name,first name,ipiddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personally(or through your company,spouse;sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest'means a business, including a partnership,in which the town officer or employce has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES F NO n 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 applicant � (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 _day of MA-Y 2013 Signature Print Name Fonn TS l APPLICANT/OWNER TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME: Theodore (Ted) Baab (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance Trustee Permit X Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold 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 that 5%of the shares of the corporate stock of the applicant(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 30 day f y 23 Signature \,_� W - U Print Name Theodolle Ba 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 sigmifica 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, listinur 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 AND PROPOSED ACTION SCTM# 45 -s 9.3 PROJECT NAME Nitka Residence 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 iransaction) ❑ (b) . Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: (a)Construction of a new 3,044 SF single-story structure, including excavation for footings, new 5,120 SF of permeable driveway and paver/gravel paths, new 1,615 SF paver/gravel patios, and 40 SF outdoor shower(b)Site work including four 78 SF drywells and grading for stormwater control and landscaping, and (c)clearing of approx 15 trees conflicting with house footprint, and new plant material. All proposed work is landward of the NYSDEC Jurisdictional 10 foot(MSL)(NAVD 1988)Elevation Contour, and above 10 foot elevation. I Location of action: Town of Southold Site acreage: 1.60 Present land use: Vacant Present zoning classification: R-40 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: Ulgur Aydin,Abigail Nitka (b) Mailing address: 161 North 10th Street,Brooklyn NY 11211 (c) Telephone number: (202)236-6036 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No Wl 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 UiW Section III—Policies; Page 2 for evaluation criteria. ❑✓ Yes ❑ No ❑ Not Applicable Proposed residence complies with all zoning and building code setbacks.Proposed residence is below the permitted maximum height to keep a lower profile. Location of house on the property seeks to be close enough to the road to build on the character of the neighborhood while respecting required front yard setback regulations.The proposed landscaping will include a lawn In the front and rear with local species of grasses to encourage outdoor activities and be an active participant in the neighborhood. The work Includes careful Stormwater Management strategies to prevent erosion during construction as well as stonnwater runoff after the project is complete.The goal above all else during design has been protecting the safety beauty of the wetlands by limiting all work to above the 10 foot contour,and providing active protective measures during construction. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No 0 Not Applicable The property does not include any historic or archaeological features,based on both survey information and the EAF mapper. 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 The project design has sought to develop the site with sensitivty to both the rich natural ecology of the tidal wetlands,as well as the character and beauty of the quiet town and neighborhood. To achieve these goals,the project employs strategies to be disscreet wherever possible.The soft curving rooflines of the house seek to echo the lush natural foliage,and keeping the house only one story seeks to limit its visual impact.Patios encourage living outdoors whenever possible.The landscaping seeks to restore local and indigenous species that will thrive alongside species found"iri the wetlands;as well as provide a resource-sensitive way to screen utilities arid-parking areas from both the street and neighbors,and maintain the appearance of the street. 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 ❑1 Yes ❑ No ❑ Not Applicable The majority of the site is significantly above the floor elevation(FEMA Elevation V-0"),so flooding is less of a concern than erosion.Because of the presence of the wetlands,erosion and stormwater control has been the focus of the site design,and civil engineering effort.A detailed Stonnewater Management Control Plan(SMCP)was developed to ensure coordination across structural,civil,and landscape activities.The multi-pronged plan includes strategies for controlling runoff and erosion during construction activities,such as silt fences and straw-bale dikes,as well as soil stockpile design to limit erosion or runoff.The plan also includes a detailed stormwater control program to collect stormwater in drywells on site.The site will be regraded to further support the drywell strategy. All architectural roof drains and patio areas with drains will all collect water and deliver it to below-grade drywell structures. T Attach additional sheefs 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 R1 Yes ❑ No ❑Not Applicable The project seeks to both control erosion and storm water runoff with an extensive SMCP(See question above),but also limit the use of water as much as possible.The project will utilize all low-flow fixtures complying with the New York State WaterSense program to control water use.In the landscape,the project will regrade to allow for rain gardens,in coordination with drywells to use on-site stormwater for landscape purposes in addition to limited irrigation.In addition,a palette of local and indigeounos species,as well as avoiding a traditional water-intensive lawn will allow a vibrant local ecology adapted to typical rainfall for the region without dependence on excessive irrigation. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. 0 Yes ❑No ❑ Not Applicable The landscape strategy seeks to augment and work with the natural ecology of the wetlands.A plant palette of local and indigenous species will work with and continue the ecosystems and habitats already present in the wetlands,and allow them to continue across the site.Review by the NYSDEC also identified a species of endagered Northern Long eared Bat(NLEB)that may be present in the area,and advised on how construction activiites may be altered by limiting what times of year trees can be removed that are less of a threat to the bats,and has been incorporated in our construction plan. 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. V Yes ❑No❑ Not Applicable The proposed residence is 100%electric,with no onsite combustion for any services or utilies.Hot water will be provided by a heat pump,and cooling will be full electric induction. In addition,the parking area will be provided with electric car recharging to continue a carbon free footprint.All of these strategies mean that the house has no hazardous impact on air quality. 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 0 Not Applicable Other than typical residential sewage and household recycling and refuse,the proposed work does not contribute any industrial solid or hazardous waste to the system. 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. n ❑ YeD No 0 Not Applicable The property is not part of a public development, or part of an area with public access to waters. Attach additional sheets if necessary 1 WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III.—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No ❑✓ Not Applicable The property is not part of a public development. or part of an area with active water-depedeot uses. The project is not in a Marine I or Marine II zone, as identified on map II-6. Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No 0 Not Applicable The project is not part of a public development,and does not control access to marine resources. 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 ❑ No 0 Not Applicable The project Is not part of a public development,and does not include any agricultural lands. 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. U Yes ❑ No ❑ Not Applicable The proposed protect is aspiring to acheive very high levels of energy performance, aspiring to close to"Passive House"standards,and performing about 35%better than the 2020 New York State Energy Conservation Code.The project is taking two distinct approaches to promote appropriate use of energy in the area:a)to use very low energy appliances,systems,and equipment inside a high performing envelope to ensure careful use of resources in cold and hot times of year, and b)allowing for operable windows and fans to permit mostly passive cross ventilation In all times of year when the weather is more temperate.Together with an all electric design,the house seeks to be conscious of its impact on both local and global resources. PREPARED BY D�4 � TITLE VE5 16tJ DATE �3 Z3 Board of Town Trustees Town of Southold Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, NU 11971 May 16, 2023 To whom it may concern: Please find enclosed application materials for review: • Board of Town Trustees -Wetland Permit Application Checklist • Board of Town Trustees -Application • Short Environmental Assessment Form • Board of Town Trustees - Notarized Affidavit Statement • Board of Town Trustees - Notarized Applicant Authorization • Town of Southold -Applicant Disclosure Form • Town of Southold - LWRP Consistency Form • Stormwater Management Control Plan Documentation • NYSDEC Letter of No Jurisdiction • Drawings o (4) Stamped Surveys MAY 2 6 o (1) Set,.Project Plans (Full Size) 2023 o (3) Set Project Plans (11x17) .._ . o (1) Set SMCP Plans (Full Size) o (3) Sets SMCP Plans (11x17) - o (4) Set Site Photographs • Application Fee:'$1250.00, made out to Town of Southold The project site, located in Greenport, is 1.6 acres, and includes approximately 0.6 acres of tidal wetlands. There are approximately 1.0 acres that are landward of the 10 foot(MSL) elevation contour on a gradual, natural slope. The proposed"project is the construction of a single-family one-story residence, including grading to control storm water and accommodate planting, and excavation for foundations and drywells. All proposed work is landward of the 10 foot (MSL) elevation contour. There is no proposed work or disturbance of any kind seaward or below the 10 foot(MSL) elevation contour. /RZesecIly Submitted, in, PE APPLICANT: S.C.T.M. : 1.000 . CHAPTER 236 (Property Owner,Design Professional.Agent,contractor,Ofher) --'-= � bQst � Subsurface Engineering 45 06 9.3 Stormwater Management Control Plan CHECK LIST .NAME: Daniel Hurley, PE) section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: �i * The applicant must provide a Complete Explanation and/or Reason for not-providing 31 980-3912 05/17/2023 �� all Information that has been Required by the following Checklist! ure Ttlernux number. 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: ) P P YE NO NA If jou need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries �0� b. Total Site Acreage. X00 c. Existing-Natural&Man Made Features within 500 L.F. Provided for within +/-100LF of boundary.Additional information shown on of the Site Boundary as required by §236-17(Q(2. key map d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land-Disturbance. V ]00 f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing& proposed structures, roads, driveways,sidewalks,drainage improvements& utilities. 11. Spot Grades&Finish Floor Elevations for all existing& Site is undeveloped. no existing structures proposed structures. 1. Location of proposed Swimming Pool and discharge ring. CDU No proposed swimming pool j. Location of proposed Soil Stockpile Area(s). [ X00 k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 00 2. Stormwater Management Control Plan must include Calculations showing that the storinwater improvements are sized to capture,store,and infiltrate (in-site the ruoff from all impervioussurfaces generated by a two(2I inch n �•r �0 rainfall/storm event. 3. Details&Sectional Drawings for storinwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance& Site Access. CO�� c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00 No catch basin proposed on site d. LeachingStructures (e.g.infiltration basins,svvales,etc.) _--- :w M:W �._ . r::: :u:::::::::: ._.::::::::...._._...: _ __ :: :::: _.... - ........ : ::::::.....::-,.::::.:..: :::::::::_. _......._ ....... __._.......-__..-.__....__.._......-..__.__. _ ......_. **� FOR ENGINEERING DEPARTMENT USE ONLY _ Additional Information is Required. l I StormReviewed& water Management Control Plan is Not Complete. ' l Approved By: — — — — — — — -- - — - -- — — — — — — — — — `i Stormwater Management Control Plan is Complete. l Date: 1 SMCP has been approved by the Engineering Department.. — FORM # SwCP Check.List-TOS MAY 2014 NEW PORI( STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY•ry Stony Brook,50 Circle Road.Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 wwvarloc.ny.gov LETTER OF NO JURISDICTION: TIDAL WETLANDS ACT & NOTIFICATION OF POSSIBLE ENDANGERED SPECIES ACT JURISDICTION April 20, 2023 Abigail Nitka 165 North 10th St. Brooklyn, NY 11211 Re: DEC# 1-4738-04943/00001 Nitka Property: 1360 Ninth Street SCTM# 1000-45-6-9.3 Dear Applicant: Based on the information you submitted the Department of Environmental Conservation has determined that the portion of the subject property landward of the line labeled "DEC Tidal Wetlands Jurisdictional Line (10 foot contour)", as shown on the plans prepared by Ulgur Aydin, dated 2/24/2023, as referenced on the survey prepared by Kenneth H. Beckman, L.S., last revsed 2/17/2023 is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be advised that DEC has documented the summer occurrence of the Northern Long Eared Bat (NLEB) (Myotis septentrionalis), a species listed as "threatened" by both New York State and the US Fish & Wildlife Service, within 1.5 miles of the project location. We have determined that tree cutting at this location between March 1 and November 30 of any calendar year may result in the "take" of these endangered/threatened species or their habitat within the meaning of Environmental Conservation Law (ECL) §11-535. The term "take" is defined in part as the direct killing or injury of individual members of a protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat. The "take" of a species listed as NEWYORK I Departmentof SIAI E OF (1P/'UkIlR1IiY Environmental Conservation endangered or threatened is prohibited in the absence of a permit from this Department issued pursuant to ECL §11-535. In order to avoid an Endangered Species "take," we recommend that no tree cutting activities be conducted at the project site between the dates of March 1 and November 30 of any calendar year. If you have questions about the presence of protected species on or near your property, the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations, please contact the Regional Wildlife Manager at (631) 444-0310. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Alzz— Kevin Kispert Permit Administrator cc: Ted Baab, Design Consultant BMHP Wildlife file arm 1,kc r I,Ate',• � \ t � :ra,f, �a'� �;;;9 u. rn "Ol h `� i•, � #6 #3 #4 #2 r #5 7 t�`` �.� ,,Y� � `} I^�� N: •f ��� '., ">�i' ,,� .r ✓�x 1S F^t .�� �,p�i!+��f ��a,g+�M'-.i ��i g� i 44 3w S , �� 1 #6 i #3 #1 #5 #4 #2 "AAWOU, NAl I An awn if 44 ,or., AW 04 me • se- so _USDA United States A product of the National Custom Soil Resource Department of Cooperative Soil Survey, r Agriculture a joint effort of the United Report for RCS States Department of Agriculture and other Suffolk County,Federal agencies, State Natural agencies including the Resources Agricultural Experiment New York Conservation Stations, and local Service participants 1360 9th St, Greenport, NY 11944 3 n N 500 ft May 4, 2023 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nres.usda.gov/wps/ portal/nres/main/soils/health/)and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https:Hoffices.sc.egov.usda.gov/locator/app?agency=nres)or your NRCS State Soil Scientist(http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/? cid=nres142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2 alternative means for communication of program information (Braille, large print, audiotape, etc.)should contact USDA's TARGET Center at (202)720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice)or(202)720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface....................................................................................................................2 veys ....... ........ .... How Soil SurAre Made....... ................ ........................................ 5 SoilMap.................................................................................................................. 8 Soil Map (1360 9th St, Greenport, NY 11944)......................................................9 Legend................................................................................................................10 Map Unit Legend (1360 9th St, Greenport, NY 11944).......................................11 Map Unit Descriptions (1360 9th St, Greenport, NY 11944)...............................11 Suffolk County, New York................................................................................13 Bs—Beaches, sand.....................................................................................13 Ca—Canadice silt loam...............................................................................14 HaA—Haven loam, 0 to 2 percent slopes...................................................15 RhB—Riverhead and Haven soils, graded, 0 to 8 percent slopes.............. 16 Tm—Tidal marsh.........................................................................................17 W—Water....................................................................................................18 References............................................................................................................19 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape'and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes;the general pattern of drainage;the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles.A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are-mapped according to the boundaries of major land resource areas(MLRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate,water resources, soils, biological resources, and land uses (USDA, 2006). Soil surrey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a surrey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change.To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils.They can observe only a limited number of soil profiles. Nevertheless,these observations, supplemented by an understanding of the soil-vegetation-landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied.They noted soil color,texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils.After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes(units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits.The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy,the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile.After the soil 5 Custom Soil Resource Report scientists classified and named the soils in the survey area, they compared the individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit.The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil-landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil-landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component.Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and 6 Custom Soil Resource Report identified each as a specific map unit.Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. 7 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map.Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 8 Custom_Soil Resource Report m Soil Map(1360 9th St,.Greenport,NY 11944) Mm -MM 72o5eo .72M 720730 720800 720870 72D94p721010 WOO 41°553"N q � e - s, AP 553."N . iv _1 w a y �u sf, § i t o a e. >.� ,,, .,...� `�.� :�•... Ilk -..172• 41°538"N - - _ - - 41°S38^N; 72DM 720520 72O59D 720660 720730 720800 720870 720840 721010 711080' � 3 3 Map Scale:1:3,120 if print>?d on A krxlscape(11"x 8.5)sieet "y NN 0, 45 90 180 270 0 150 300 600 9O0 Map projecbon:Web Merlatnr Comermordinat$:WGS84 Edge tics.UTM Zone 18N VVaM 9 Custom Soil Resource Report MAP LEGEND MAP INFORMATION Area of Interest(A01) Spoil Area The soil surveys that comprise your AOI were mapped at Area of Interest(AOI) 1:20,000. Stony Spot Soils Very Stony Spot Soil Map Unit Polygons Warning:Soil Map may not be valid at this scale. Wet Spot �s Soil Map Unit Lines Enlargement of maps beyond the scale of ma g P Y Aping can cause � other Soil Map Unit Points misunderstanding of the detail of mapping and accuracy of soil Special Line Features line placement.The maps do not show the small areas of Special Point Features contrasting soils that could have been shown at a more detailed v Blowout Water Features scale. Borrow Pit 1-111, -Streams and Canals Transportation Please rely on the bar scale on each map sheet for map Clay Spot f44 Rails measurements. 0 Closed Depression a Interstate Highways Source of Map: Natural Resources Conservation Service Gravel Pit US Routes Web Soil Survey URL: m, Gravelly Spot Major Roads Coordinate System: Web Mercator(EPSG:3857) Landfill 'P Local Roads Maps from the Web Soil Survey are based on the Web Mercator A. Lava Flow Background projection,which preserves direction and shape but distorts distance and area.A projection that preserves area,such as the Marsh or swamp Aerial Photography Albers equal-area conic projection,should be used if more to Mine or Quarry accurate calculations of distance or area are required. Miscellaneous Water This product is generated from the USDA-NRCS certified data as Perennial Water of the version date(s)listed below. 4V Rock Outcrop Soil Survey Area: Suffolk County,New York Saline Spot Survey Area Data: Version 20,Sep 10,2022 m Sandy Spot Soil map units are labeled(as space allows)for map scales Severely Eroded Spot 1:50,000 or larger. - Sinkhole Date(s)aerial images were photographed: Jul 29,2020—Aug Slide or Slip 21'r2020 Sodic Spot The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps.As a result,some minor shifting of map unit boundaries may be evident. 10 Custom Soil Resource Report Map Unit Legend (1360 9th St, Greenport, NY 11944) Map Unit Symbol Map Unit Name.'. Acres In AOI Percent of AOI Bs Beaches,sand 1.8 4.9% Ca Canadice silt loam 0.1 0.3% HaA Haven loam,0 to 2 percent 24.5 64.6% slopes RhB Riverhead and Haven soils, 1.5 3.8% graded,0 to 8 percent slopes Tm Tidal marsh 7.8 20.7% W Water 2.2 5.8% Totals for Area of Interest 37.9 100.0% Map Unit Descriptions (1360 9th St, Greenport, NY 11944) The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas.A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus,the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components.They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each.A few areas of minor components may not have been observed, and consequently they are not 11 Custom Soil Resource Report mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas.Alpha-Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the surrey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha-Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management.The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform.An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them.Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 12 Custom Soil Resource.Report Suffolk County, New York Bs—Beaches, sand Map Unit Setting National map unit symbol. 2y080 Elevation: 0 to 20 feet Mean annual precipitation: 36 to 71 inches Mean annual air temperature: 39 to 55 degrees F Frost-free period: 145 to 240 days Farmland classification: Not prime farmland Map Unit Composition Beaches, sandy surface:90 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Beaches, Sandy Surface Setting Landform:Shores, back-barrier beaches, beaches, barrier beaches Landform position (two-dimensional): Footslope Landform position (three-dimensional): Riser Down-slope shape:Convex Across-slope shape: Linear Parent material: Beach sand Typical profile C1 -0 to 10 inches: sand Properties and qualities Slope:0 to 8 percent Runoff class: Negligible Capacity of the most limiting layer to transmit water(Ksat): Moderately high to very high (1.42 to 99.90 in/hr) Depth to water table:About 0 to 12 inches Frequency of flooding:Very frequent Maximum salinity: Moderately saline to strongly saline (8.0 to 16.0 mmhos/cm) Available water supply, 0 to 60 inches: Very low(about 0.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 8 Hydric soil rating: Unranked Minor Components Beaches, cobbly surface Percent of map unit.8 percent Landform:Shores, back-barrier beaches, beaches, barrier beaches Landform position (two-dimensional): Footslope Landform position (three-dimensional): Riser Down-slope shape:Convex Across-slope shape: Linear Hydric soil rating: Unranked 13 Custom Soil Resource Report Beaches, bouldery surface Percent of map unit.2 percent Landform:Shores, back-barrier beaches, beaches, barrier beaches Landform position (two-dimensional): Footslope Landform position (three-dimensional): Riser Down-slope shape:Convex Across-slope shape: Linear Hydric soil rating: Unranked Ca—Canadice silt loam Map Unit Setting National map unit symbol. 9x6f Elevation: 0 to 160 feet Mean annual precipitation: 45 to 50 inches Mean annual air temperature: 50 to 54 degrees F Frost-free period: 150 to 225 days Farmland classification: Farmland of statewide importance Map Unit Composition Canadice and similar soils:85 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Canadice Setting Landform: Depressions Landform position (two-dimensional):Toeslope Landform position (three-dimensional):Tread Down-slope shape:Concave Across-slope shape:Concave Parent material.Clayey glaciolacustrine deposits Typical profile Oe-0 to 3 inches: moderately decomposed plant material A-3 to 21 inches: silt loam B-21 to 27 inches: clay loam 2B-27 to 60 inches: silty clay Properties and qualities Slope:0 to 3 percent Depth to restrictive feature: More than 80 inches Drainage class: Poorly drained Capacity of the most limiting layer to transmit water(Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table:About 6 to 18 inches Frequency of flooding: None Frequency of ponding: None Available water supply, 0 to 60 inches: High (about 10.5 inches) 14 Custom Soil Resource Report Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 4w Hydrologic Soil Group: C/D Hydric soil rating: Yes HaA—Haven loam, 0 to 2 percent slopes Map Unit Setting National map unit symbol: 9x6v Elevation: 0 to 310 feet Mean annual precipitation: 45 to 50 inches Mean annual air temperature: 50 to 54 degrees F Frost-free period. 150 to 225 days Farmland classification: All areas are prime farmland Map Unit Composition Haven and similar soils:75 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Haven Setting Landform:Outwash plains Landform position (two-dimensional):Summit Landform position (three-dimensional):Tread Down-slope shape:Convex Across-slope shape:Convex Parent material. Loamy glaciofluvial deposits over sandy and gravelly glaciofluvial deposits Typical profile Oa-0 to 2 inches: highly decomposed plant material H1 -2 to 5 inches: loam H2-5 to 19 inches: loam BC- 19 to 28 inches: gravelly loam C-28 to 60 inches: stratified gravelly sand Properties and qualities Slope:0 to 2 percent Depth to restrictive feature: More than 80 inches Drainage class:Well drained Capacity of the most limiting layer to transmit water(Ksat): Moderately high to high (0.20 to 1.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding:None Available water supply, 0 to 60 inches: Low(about 4.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 1 15 Custom Soil Resource Report Hydrologic Soil Group: B Ecological site: F149BY006NY-Well Drained Outwash Hydric soil rating: No RhB—Riverhead and Haven soils, graded, 0 to 8 percent slopes Map Unit Setting National map unit symbol. 9x7w Elevation: 0 to 330 feet Mean annual precipitation: 45 to 50 inches Mean annual air temperature: 50 to 54 degrees F Frost-free period. 150 to 225 days Farmland classification: Not prime farmland Map Unit Composition Riverhead, graded, and similar soils:45 percent Haven, graded, and similar soils:35 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Riverhead, Graded Setting Landform: Moraines, outwash plains Landform position (two-dimensional):Summit Landform position (three-dimensional):Tread Down-slope shape:Convex Across-slope shape: Convex Parent material. Loamy glaciofluvial deposits overlying stratified sand and gravel Typical profile H1 -0 to 12 inches: sandy loam H2- 12 to 27 inches: sandy loam H3-27 to 35 inches: gravelly loamy sand H4-35 to 65 inches: stratified coarse sand to gravelly sand Properties and qualities Slope:0 to 8 percent Depth to restrictive feature: More than 80 inches Drainage class:Well drained Capacity of the most limiting layer to transmit water(Ksat): High (1.98 to 5.95 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Available water supply, 0 to 60 inches: Low(about 5.1 inches) Interpretive groups Land capability classification(irrigated): None specified Hydrologic Soil Group: A Ecological site: F149BY006NY-Well Drained Outwash Hydric soil rating: No 16 Custom Soil Resource Report Description of Haven, Graded Setting Landform:Outwash plains Landform position (two-dimensional):Summit Landform position (three-dimensional):Tread Down-slope shape:Convex Across-slope shape:Convex Parent material: Loamy glaciofluvial deposits over sandy and gravelly glaciofluvial deposits Typical profile H1 -0 to 12 inches: loam H2- 12 to 19 inches: loam BC- 19 to 28 inches: gravelly loam C-28 to 60 inches: stratified gravelly sand Properties and qualities Slope:0 to 8 percent Depth to restrictive feature: More than 80 inches Drainage class:Well drained Capacity of the most limiting layer to transmit water(Ksat):Moderately high to high (0.57 to 1.98 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding:None Available water supply, 0 to 60 inches: Low(about 4.6 inches) Interpretive groups Land capability classification (irrigated): None specified Hydrologic Soil Group: B Ecological site: 17149BY006NY-Well Drained Outwash Hydric soil rating: No Tm—Tidal marsh Map Unit Setting National map unit symbol. 9x83 Elevation: 250 to 2,400 feet Mean annual precipitation: 45 to 50 inches Mean annual air temperature: 50 to 54 degrees F Frost-free period. 150 to 225 days Farmland classification: Not prime farmland Map Unit Composition Tidal marsh and similar soils:95 percent Estimates are based on observations, descriptions, and transects of the mapunit. 17 Custom Soil Resource Report Description of Tidal Marsh Setting Landform:Tidal marshes Landform position (two-dimensional):Toeslope Landform position (three-dimensional):Talf Down-slope shape:Concave Across-slope shape: Concave Parent material.Organic material Properties and qualities Slope:0 to 1 percent Depth to restrictive feature: More than 80 inches Drainage class:Very poorly drained Depth to water table:About 0 inches Frequency of flooding: Frequent Frequency of ponding: Frequent Interpretive groups Land capability classification(irrigated): None specified Land capability classification (nonirrigated): 8w Hydric soil rating: Yes W—Water Map Unit Setting National map unit symbol: 9x85 Mean annual precipitation: 45 to 50 inches Mean annual air temperature: 50 to 54 degrees F Frost-free period. 150 to 225 days Farmland classification: Not prime farmland Map Unit Composition Water. 100 percent Estimates are based on observations, descriptions, and transects of the mapunit. 18 References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes.ASTM Standard D2487-00. Cowardin, L.M.,V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep-water habitats of the United States. U.S. Fish and Wildlife Service FWS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric soils of the United States. Hurt, G.W., and L.M.Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portal/ n res/detai l/national/soi ls/?cid=nres 142p2_054262 Soil Survey Staff. 1999. Soil taxonomy:A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. http:// www.nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=nres l 42p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11 th edition. U.S. Department of Agriculture, Natural Resources Conservation Service. http:// www.nres.usda.gov/wps/portal/nres/detail/national/soils/?cid=nresl42p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual.Waterways Experiment Station Technical Report Y-87-1. 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