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HomeMy WebLinkAbout1000-23.-1-18.1 OFFICE LOCATION: O��QF Ol MAILING ADDRESS: Town Hall Annex '` P.O. Sox 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) G @ Southold, NY 11971 Telephone: 631765-1938 � • y0 104UNT`I,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date: January 15, 2019 Re: LWRP Coastal Consistency Review for JONATHAN BABKOW& MARIA RUBIN SCTM# 1000-23-1-18.1 Samuels & Steelman Architects on.behalf of JONATHAN BABKOW & MARIA RUBIN requests a Wetland Permit to demolish existing 2,543sq.ft: dwelling with 1,567sq.ft. of decking; remove existing 2,236sq.ft. of vinyl pool, terrace and retaining walls; remove existing 2,830sq.ft.'concrete driveway and walkway; construct new 2,861sq.ft. two-story dwelling with attached 2-car garage; construct a 352sq.ft. landward terrace and a 675sq.ft: seaward side terrace attached to dwelling; construct a 620sq.ft. trellis; construct a combined 2,972sq.ft. gunite swimming pool (20'x40') and a pool terrace seaward of dwelling; install pool enclosure fencing around perimeter of property; install a new well and sanitary system, 2,255sq.ft. of new gravel driveway and parking area and new 322sq.ft. entry walkway, all to be located landward of Trustee jurisdiction; and to install gutters to leaders to drywells to contain roof runoff, and in accordance with Chapter 236 of the Town Code—Stormwater Management. Located: 360 Private Road#8, East Marion. SCTM# 1000-23-1-18.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is INCONSISTENT with the Policy Standards and therefore is INCONSISTENT with the LWRP. The ecological value of Dam Pond is high. The proposed action is located within a NYSDOS Significant Fish and Wildlife Habitat Area; Orient Harbor. The NYSDEC Environmental Mapper indicates that he parcel is located within a rare plants and rare animal area. This layer shows generalized locations of animals and plants that are rare in New York State, including but not limited to those listed as endangered and threatened. The occurrence of rare plants or animals on site is very low. While is it recognized that the project design includes many elements that meet or further LWRP policies, to meet Policy 6 the following is recommended: 1. The property slopes towards Dam Pond. Establish a vegetated, non-turf buffer landward of the tidal wetland removing existing turf. Require that the buffer be planted with native vegetation. 2. Fifteen trees are proposed to be removed including four on the bank slope. It is recommended that the cherry trees on the bank and the significant (greater than 18" DBH) cherry tree in the rear yard be retained. The trees provide important nutrient uptake and stabilize soils. 3. Require the installation of a I/A OWTS due to the close proximity to high quality surface waters. Any activity that would substantially degrade water quality in Orient Harbor would affect the biological productivity of this area. All species of fish and wildlife would be adversely affected by water pollution, such as chemical contamination (including food chain effects resulting from bioaccumulation), oil spills, excessive turbidity or sedimentation, stormwater or road runoff, and waste disposal (including boat wastes). It is essential that high water quality be maintained in the area to protect the bay scallop and shellfish fishery. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney ID E C E r Town of Southold D E E 2 j. 2018 LWRP CONSISTENCY ASSESSMENT FORM Southold Town Planning Board 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 Lazard 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 si 'fes icant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 23 - 1 - 18.1 PROJECT NAIL Babkow/Rubin Residence The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept ❑ Board of Trustees 0 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval, license,certification: Nature and extent of action: see attaached Town of Southold Board of Trustees Babkow/Rubin Residence Project Description 1. Demolition of an Existing Residence—Total Area: 2543 SF* 2. Demolition of Existing Decks —Total Area: 1567 SF 3. Removal of Existing Vinyl Pool, Terrace and Retaining Walls: 2236 SF 4. Removal of Existing Concrete Driveway and Walkway: 2830 SF 5. Construction of new Two Story Residence and attached 2 car Garage: 2861 SF* 6. Construction of new Stone Terraces: Waterside: 675 SF Landward of house: 352 SF 7. Construction of new Trellis: 620 SF 8. Construction of new Gunite Pool (20'x40') and Terraces: 2972 SF 9. New Well and Sanitary System 10. New Gravel Driveway and parking area: 2255 SF 11. New Entry walkway: 322 SF 12. Removal of 14 trees 13. Installation of 7 drywells as per Stormwater Management requirements 14. Installation of new Pool Enclosure Fencing * Footprint area only P r Location of action: 360 Private Road #8, East Marion, NY 11939 Site acreage: 1.788 acres Present land use: single family residential Present zoning classification: R-80 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: Jonathan Babkow & Maia Rubin (b) Mailing address: 2112'Broadway, 7C, New York, NY 10023 (c) Telephone number: Area Code(9'�7 664-1302 (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No 13 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,snakes efficient use of infrastructure,makes beneficial use of a coastal location,and minimizes adverse effects of development. See LWRP Section III—Policies-. Page 2 for evaluation criteria. ®Yes ❑ No [:I Not Applica0le Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See L'%W Section III—Policies Pages 3 through 6 for evaluation criteria Yes ❑ Ido ® Not Applicable D There is no historic or archeological structures on property. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section In—Policies Pages 6 through 7 for evaluation criteria 0 Yes ❑ No ® loot Applicable Building structure is in keeping in style and scale of neighboring stuctures. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWIIP Section III—Policies Pages S through 16 for evaluation criteria ❑ Yes,F] No ❑ Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of,Southold.See LSP Section In —Policies Pages 16 through 21 for evaluati®n criteria ® Yes ® .. ®loot Applicable 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. ® ® ❑ Not Applicable Yes leo Not Applicable No development will take place in the "protected" or"natural indigenous environment Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ® Yes F-1 No J Not Applicable The development will not add pollutants into the air. Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LMRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YeO No� Not Applicable No public land involved. Littoral access unimpeded. Attach additional sheets if necessary WORIaNG 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 [3 Not Applicable , There are no public or commercial activities or uses on site. Historically this property and neighboring properties are residential in use and will remain residential. 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 LWR.P Section III—Policies; Pages 57 through 62 for evaluation criteria. ®Yes ❑ No❑ Not Applicable This project will protect and preserve the living marine resources by maint is ningall rainwater discharge on site Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LIAW Section III —Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No® Not Applicable There are no agricultural lands on site. Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LNVRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable The construdaion will be!*- mennent a� rov . by the Federal government for energy 11-:;ge The prooert will meet FediPral standards for non rving�n�rgy -"energy Stir �r�g�am�� PREPARED BY Fancy Steelman TITLE Architect TATE Ac "-V S T2 M OA(I) ION PARK DI�GT 26 MD.60 RD 65 L.D.40 Ile AL <\ Iv dllo &2 Sae 2B 'm -6 z7 39 - =i � d / / JV NOTICE COUNTY OF SUFFOLK @ K m7 souTHoLD SECTION NO E E Rea[P perty Tax Service Agency Y G ------ 023 E -zMl--. M�! 77, u 4'7� 7, BABKOW— RUBIN RESIDENCE 360 Private Road #8 East Marion, NY 6� rl_ rr y. Wi r , 4 u View of Existing House looking North — January 18, 2018 i I 1r-rsA4 ^Ys •,d<„a 'S 2 S h. : 'v i w S i i View of Existing House looking South — January 18, 2018 BABKOW— RUBIN RESIDENCE 360 Private Road #8 East Marion, NY /•y.' a a4t�' ,«i y , .r 7 �, � ��r � ..+�'-,.. .�- �i�'� y, •; . 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No. 50467 5'. / UNAUTHORIZED ALTERATION OR ADDITION ,S --� SECTION 7271 TO THIS 09 OFSTHEN OLAON OF EWnYORK STATE Nathan Taft Corwin / O EDUCATION LAW L a n d Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED i �� TO BE A VALID TRUE COPY. Ps, CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isoksen, Jr. L.S. 6� ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 \ 37-134 EF- SITE '1�L. izG�ME1�T SHEET #51=-2 SITE DATA — — — —DAM POND � -1 SCTM # 1000-23-01-18.1 / *wo% �9� •vim ` PROPERTY: 360 Private Road #8 ADDRESS East Marion, NY 11939 `r�92of 000 p c�C OWNER: John Babkow & Maia Rubin 2112 Broadway 7c New York, NY 10023 r SITE AREA: 77,883 SF or 1.788 acres Uj �e N/O/F Michael Mendillo & �/ ,�3 00,, _� 2 sty fr dw Iling Barbara Mendillo co " 39 0 WETLANDS: 347 SQ. FT. = 0.008 ACRES 1000-23-1-3.20 DWELLING WITH WELL N• M RAAf�p O ZONING: R-80 �.• 014y&43 �9�R °mak PROPOSED: 4,951 SF ►0 f \ STRUCTURES UjW eex,sti"g 0 inP g LOT: 6.36% w -g- \ S' s o�•� COVERAGE ® z FLOOD ZONE: "X" Q' '\ o� SURVEYOR: Nathan Taft Corwin III LU 1586 Main Road � �o . � o � 2 w� o� James ort New York 11947 h BFti\ j 4 � p� co MICHAEL/ NDILLO `b ~� a a O p LICENSE #50467 dt BARBARA MENDILLO �z \ a� o1) y DATED JUNE 21, 2017 ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING POOL p �' Q; 26 , �lv� TO BE REMOVED existing p U1w o neighboring sanitary r L 1 ^ O system I ,�,l,. EW LJ !}Ji7 O N�/O�F f" \ Paul Z Fried I ��TJudith Fr1—ied 4 — — L — 1_Y�J, x \ 1000-23—"^ \ Uh1STI DWELLING; WITH WE L po p's ?o. - t O / 2 sty fr dwelling EXIST.SANIT Y q SE c Te , j I EXP \ SYSTEM TO S: 1-L u. ABANDONED4a,, k, 4�.. 1 t - , ,. Lp \ ong Island Sound ,," �. .•i; `.� .�.^r,`fr` ^,y.,W.^... .,fir.��.r '\.: "\ �.\ \::i: T w \` C 0L © e stingAhAlk One ghboringLU NEW Icy °• :. SEPTIC SYSTEM tem \\:'.\. \ '�'.:,\, .� \. \., \ . co M ..DamSk- 00 30' WIDE h -{y - �. y r rK /`\\ Pond SITELU UU RIGHT OF „\ .. WAY UNO Cqp = '�� O 4i C rf . \\ \. \� \ 6 511 tV 'ASL \' cokc$ / s rEXIST.HOUSE < m Q O TO BE REMOVED \\:. 9 2 N 10 F \.. c..'. \\. nelghboring •96 PAUL Z. FRIED sancta \\ \ \ ry &' JUDITH FRIE \ system0 (J• . A \\, N O K BICE .; Bq c EF NNN \\ \\, c 5 N \: .\ of N �. \ \,' ;; \, Gardiners'� �:. cp o/ o ,..< 1BaIF 2 sty fir dwelling o� OUUS 0, \ \\ Y \ qN/ '" :\ •.�` c ;;. \` `\.: \\. ` Z N �'►�/ TRY ' z S \ C7 \ �. G STANZONI & URA STANZONI \` Q• M 10 0-23-1-15 S OWE ING WITH WELL \\ ~ o o v LmTf25 W J' w z W x = E z - z = W• Ln n c � 'O FOR SEDL WAT I�L.L 25' a N q REST rIAER Y 7. ISTIN(5 YW• N = M ooNc. oRYELL TO BE S1D 6P / F ''; ABANDONED IGH co V) \0 NA 55 �BPCK .•\ � ONS y PRD gE d FR existing m netJhboring 1 \ x a c well _ H T \ O m y r r a c� �pd,E \ CHNN existing R' uNK &#4� C15T nelghbooring \ i \TO , well 1 Z3J O: 1705 \ \ j DRAWN BY: \ �I NS CHECKED BY: NS DATE: � � � �I CONC. FOUND �►2s AO O NOVEMBER 152 �j 018 .4 SCALE: K •\ d^ ��J-•Vj e<��0 N� � Fo�No�oN gE�G�apR� 30' 0 N-A,?, I ��tz� .� SHEET TITLE: sT zo qY NoW i �1� W OVERALL SITE PLAN VIP SHEET NO: " L Hi C)V 1,7: r OF 11" ALL O�� FAQ' SCALE: '1" = 30'-0" DEC SUBMISSION Iron SCDHS SUBMISSION SCDHS Ref. # R10-18-0036 TOWN TRUSTEES SUBMISSION W RESIDENCE FF EL 14.5 FT z GRADE LINE ELEVATION 15.1 FT. Q GRADE LINE ELEVATION ±15.2 FT. I' MIN. 2' MAX. 1/4"/FT. TOP OF POOL cf.4 FT. SEPTIC LEACHING DAM POND wpoo°rN� TANK POOL OpCk IE. +CIA, IE. +q.15' BOT OF POOL 5.4 FT. N/0/F IE. +q.65' IE. +ci.07' GROUND WATER 0.4 FT. GARY STANZONI c0 1I I, & LAURA STANZONI 3 12.5' 83' MIN Uj 3. � EXISTING S TREES T Q 6 _ SEPTIC PROFILE V BE REMOVED \ `�\ I03 J�o,' ` (N.T.S .) O 2 sty fr dwelling NEYq POOL FENG 6 � q�sy F M sT \ \ \ yicy ,I iwklST XI STING OVERHEAD TEST HOLE Lj W OO�k WIRE5 TO BE REMOVED \ NO SCALE \ \ \ \ 'yq,Qk ,II \I BY MARK McDONALD GEOSCIENCE z ,A \ \ \\ BEREMOVED TO SOUTHOLD, NEW YORK 11971 EXISTING OVERHE ^ \ \ XISTING FENCE TEST HOLE DATA 9 / 18 / 17 ELEV. + 12.1 existing (COV \ \ \ /sT \111,i, Uj neighboring WIR1=5 TO BE REMOVED ¢ \ \ S Opo TO BE REMOVED - - \- well EXISTING UTILITY POL 1.0 FT. DARK BROWN LOAM OL cv _---'� -� - � � Fps ` TO BE REMOVED EXISTIN6 FENCE TO B — — -_ 6� �� F�-� C9p 8 REMOVED N0F \ X15TING `�, -_ �� y, � 11.7 FT BROWN SILTY SAND SM / / NEW POOL FENG PLANTS _ �; s q o J m MBarbalraMenMldillo EXISTIN6 TREES TO B / \qMOVED `�,— \ \�� I WATER IN REMOVED XISTING TREES J \ BROWN SILTY SAND SM 1000-23-1-3.2 �}-- \ -�NG-' \� � 27.0 FT DWELLING WITH WELL RE6RADIN6 AS 5Ho `AS N N 9T0 BE REMOVED ,`� / \ p TOISTBEINREMOVED 6 PLANTS <v�o WATER IN BROWN sexist tree \� �' 33 FT. FINE TO COARSE SAND SW to be �� �. EW POOL FENCE ho �o COMMENTS: WATER ENCOUNTERED z / EXISTING POOremoved �� 11.7' BELOW SURFACE, ELEV 0.4' L 10� // � \ / rn GRADING O TO BE REMOVED A5 SHOWN ® n/ XISTING ES existing I TO BE RE OVED ne Ighboring — + i 1 Z F- - — — — � X TING OVERHEAD sanitary 12 5 TO BE REMOVED system II I I PROPOSED 3 \ II I I POOL Q POOL BACK II I — 30'x4O - — X \ �� WWASH DRYWEL 1 \II I IE 12.6+ � � NEW POOH.- 8x4 EGUIf FENT I 21 q11i 2 sty fr dwelling LOCATION OF EXISTIN ANITARY I 12'6+ EXIST. UTILITY N/O/F SYSTEM TO BE ABANDONED - GAS +I \ ,. 1 15.1 EXP \ POLE TO REMA N Paul Z Fried REMOVED AS &IRED - n LEAN LP �, Judith Fried x EXISTING HOU TO BE REMOVE 13 , , . "' OUT �� 1000-23ITH W ,kt ,> z.K XISTING PLANTS DWELLING WITH WELL EXISTING FIfANTS To REMAI .'— — :r Y 5T TO REMAIN _ 13.2 ' h O O OLP EXIST G DRI VEWAY `--- I O 06 Z TOfa.EMOVED 1F !NLfi� O existing o OE Q Yx + in neighboring ' s stem IX sanitary °a o POSED NEW UNDER6ROU X E . S'�-j V.�t;' - P / 9 DRYWELLS FOR STORMWATER x I T, Y� tr \ L F- & > o / yYyRC555 FL'OhR. E W _JW Z W x RUNOFF FROM DRIVEWAY . \ �— — �` 04; GENERAL STORMWATER POLLUTION PREVENTION NOTESI rim JF& A]I- 'A' PERMANENT STORM WATER RUNOFF CONTROL MEASURE SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE SCTM # 1000-23-01-18.1 Development activities for this project will consist of: 1. Installation of temporary erosion control measures (silt fence barriers) DAM POND PROPERTY: 360 Private Road #8 2. Clearing of trees and brush in areas shown on Site Plan ADDRESS East Marion, NY 11939 3. Demolition and removal of the existing building and septic system OWNER: John Babkow & Maia Rubin 4. Excavation for a new building foundation and swimming pool 2112 Broadway 7c 5. Construction of a new foundation and swimming pool *boNew York, NY 10023 6. Construction of the new residenceo� `� �'�-�'ioi SITE: 77,883 SF or 1.788 acres 7. Site grading from the ROW to the area around the proposed building and swimming pool �'�ST�►�Zo wood onNo 8. Construction of underground electric and utility lines from the utility pole to the new building AIL9'I'2p f °oK 9. Construction of a new underground water line from the new on site well to the new residence WETLANDS: 347 SQ. FT. = 0.008 ACRES 10. Installation of the new septic system 10 du S 11. Installation of on site drainage structures (permanent storm water runoff control measures) N/o/F w 6�°3�I r ZONING: R-80 LU �e Michael Mendillo & Q 12. Installation of underground piping from gutters and downspouts to the drainage structures 2 sty fr dwelling Barbara Mendillo ` 3 .11' PROPOSED: 4,951 SF 13. Filling and grading of soil above drainage structures 1000-23-1-3.2 s� \ \ sy 9 F �� STRUCTURES O 14. Construction of new terraces and walkways DWELLING WITH WELL \ \ Rasp y o w w LOT: 6.36% >_ 15. Construction of new driveway and parking areas including grading and driveway surfacing "�;�,Rfs \ \ \\ q 000°ka COVERAGE 16. Installation of new landscaping plants, lawns cUt \ kLU 17. Removal of the temporary erosion control measures \ R� �\ FLOOD ZONE: "X" W i SITE DATA \ �. \ `� �Ils SURVEYOR: Nathan Taft Corwin III 1586 Main Road Site Area: 77,883 SF or 1.788 acres - - -� � � -�- �� �-•-• - PROPOSED SILT FENCE s-- \ - _ Jamesport, New York 11947 Soil Classification: See test hole DURING cONs TION _ _ •" �5 Receiving Waters: Gardiners Bay SEE DETAIL SP / _ - _ \ - - / _ _ \� oNeUJ Contractor: NIA �y LICENSE #50467' _ ,- - a� �y 8 DATED JUNE 21 2017 PROPOSED SILT 9 CONSTRUCTION SEE D AIL 1NG ELEVATIONS ARE REFERENCED POLLUTION CONTROL MEASURES iAND DISTURBANCE AND /j;ti ���`�' \ � � P TO N.A.V.D. 1988 DATUM In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment +/-sg'�� o \ - NEA REGRADING 5HOM control measures including, but not limited to, the following shall be employed during construction: 10- / / II `•/ IZ ' / \ 1 RUNOFF ! POOL S �8 6) at A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means) and shall RUNOFF FROM FPROPOSED OR TE SEE DETAIL / \ j1, SEE DETAIL I-I ff "GAI RUNOFF FROM SITE SEE DETAIL I-I L 1f%WF1#% N M A, remain undisturbed. +1266 ,Z LAND of CLEARING AND `� - \ LAND DISTURBANCE B. Clearingand Gradin shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are 12 is +�3s5� ' Long Island,Soured 9 p 9 k�. o NEW GUNITE •; �....,.,} :: .:. i exposed. A maximum of 1 acre shall be disturbed at one time unless written permission is granted by the NYSDEC. Graded POOL BACK AASH DRYPELL 13 \ '` °' Paul Z Fried I' through o and stripped areas shall be kept stabilized ou the use of temporary seeding as required. Seed mixtures shall be in x r Judith Fried 1000 pp p g p rY g q POOL EQUIPMENT \ ; 1 accordance with the soil conversation service recommendations. + rn unurr DWELLING WITH WELL ;, C. Bare soils shall be seeded within 14 days exposure, unless construction will begin within 21 days as sections are LOCATION OF EXISTING SEPTIC 12b 1266 E O Po1.E `: " �� Y p 9 Y x SYSTEM TO BE ABANDONED 8x4 ' ' . ON c tV E� completed, n Ion n r i suspended, the r / 2 sty fr dwelling \\\ \\ \\ or If co struc t o an area s e a ea shall be seeded immediately. '� `��,., \� �� '`�� ����� � '`� �°`� '`` O a. Seed preparation -scarify soil if compacted, remove debris and obsticiles such as roots and stumps. 12. Dam +141 13. \, 1?ond 4 \ SITE 00 a� b. Soil Amendments z LP \. 1. Lime to h 6.0 ALL DRYYELLS CONNECTED 13 `'�.ri,`�"�,,���..:� , ., ",;�!r<. �.; �\\\\�: \, ,� �� ��\\ 2. Fertilize with 6600 lbs of -10-10 ore equivalent er a r 14 / WITH 4"SDR-35 PIPE _ - 4 ` �• b 5 q p c e ( lbs 100 s ft :: ` % i (S�'05D \ T cI. \` C. Seed Mixtures q ) PROPOSED NEA :4{3. 'y :?\fit R51DEN(�i .. ., Q oSED NEA DRYAELLS A/MTL&RATE FOR +12. ;; 1: SEPTIC SYSTEM ``. ?: \X, 1. Temporary seedlings �L�I:{145 `h `:." " , �. STORMAATER RUNOFF FROM SITE �,: �FR57'-F1N��l:t7. ,� ," \' � \.\\��\� UJI SEE DETAIL 1-I5: '�t�ARA61 $LraV3 `' \ LP �,3 ,. \\:.,\ ' \... �\\ ,\ a. R e rass (annual or perennial) @ 30 lbs. per acre 0.7 lbs per 1,000 s . ft. "'� x 1' s;r; K.x• s " \,�\ \; co Y g p ) p ( p q ) EXISTING DRIVEWAY TO M ELEV k13:0 PROPOSED SILT FENCE DURING ` b. Certified "Aroostook"winter a cereal a 100 lbs. per acre 2.5 lbs per 1 000 s . ft. use winter a if seeding in BE REMovm r 5T I A1¢EA U` ` - CONSTRUCTION SEE DETAIL z ,. ,, �, rye ( rye) @ p ( p q ) rye 9 A Q oSED4;, ., Q \: \ October/November. \. ? \� (a UJ :., \• \ o 2. Permanent seedlings See Landscaping plans FOUND Z ARE 0 +14.1 . `, ` 7 13.1 g p 9 p , p� _ \ \\ . . . . � � E-� ;" � �`' , . , . ; � : :: .:.= ,2 ,, ::,; ,.. .. - ��,.::, , .:Gardlhers D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from 30WIDE r r :k > . RIGHT OF �UTi� cleared slopes. WAY N 75° �►z - i ! 12:4 - _ _ 3 \ E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. 2 DO \ \ , DRYNEI.L5 FOR STORMWATER 9,96 W .ter:,,. <, , Sediment barriers shall be installed alongthe limits of disturbance prior to the start of construction and shall be maintained until :- <�', ,. RUNOFF t POOL DRAIN(8x4) icomplete. p sTlr><s ,.� 11 SEE DETAIL I constructions PROP ILT FENCE To esE� DURING CONS ON \ ';`,,.:'.• .` [ r`.' F. A stabilized construction entrance shall be rrnaintained to prevent soil and loose debris from being tracked onto local roads. The ar9;eEtir; construction entrance shall be maintained until the site is permanently stabilized. An sediment tracked onto public roads to be SEE DETAIL SP - TEST HOLE- removed or cleaned on a daily basis. USED AS A CONSTRUCTION ' ' " / \ NO SCALE 2 sty fr dwelling ENTRANCE UNTIL NEA ENTRY / / G. All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be N/o/F IS BUILT \� - - - ' _ / \ \ BY MARK MCDONALDI GEOSCIENCE 06 Z protected from sediment buildup through the use of appropriate inlet protection. GARY STANZONi Pow SOUTHOLD, NEW YORK 11971 Q, �, & LAURA STANZONI \�, •O D . \5 �/ \ H. Appropriate means shall be used to control dust during construction. 1000-23-1-15 ANN TEST HOLE DATA 9 / 18 / 17 ELEV. + 12.1 I. Followingpermanent stabilization, DWELLING WITH WELL / M p paved area shall be cleaned of soil and debris and drainage systems shall be PREFAB YARD BASIN(4'x4') \ / \ -� p it PIPED TO DRYAELL "D" / y Q O cleaned and flushed as necessary. „1„Jrr / nIs1 ArRice AND \ 1.0 FT. DARK BROWN LOAM OL W W 3 J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections u'9; - - -03 +v-33,345 \ a Z U_ must be performed every seven calendar days and immediately after periods of rainfall greater than one half inch. Maintenance \, \ _ W• L o measures are to include, but are not limited to, cleaningof recharge basins, sediment traps and d ells, cleaning and repair of �.'. ::.: o Z PROPOSED SILT FENCE DURINS O a � o g p g p >� A CONSTRUCTION SEE DETAIL N sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. cotoR ,`;�'i. sP \ 11.7 FT BROWN SILTY SAND SM m W 10 M K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and :;'r-• �, Q F- toxic and hazardous waste, as well as sanitary sewer and septic system regulations. Temporary fencing shall be erected as a O A YELL FOR I WATER IN IGH RESIDENTIAL KATM s BROWN SILTY SAND SM N N- shown on Site Plan along with the placement of dumpsters to control the buildup of debris. The contractor shall periodically �0 �A o 27.0 FT clean up any debris accumulated along the temporary fence and empty the dumpsters regularly. - - - - WATER IN BROWN The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to \ \ 33 FT. FINE TO COARSE SAND SW the Engineer/Architect for revision of the SWPPP where appropriate. , \ \ COMMENTS: WATER ENCOUNTERED �. y \ \ 11.7' BELOW SURFACE ELEV 0.4' DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE sr ,�'c Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete s Z, septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, finished roofing and \ `� \ \ e� \ ark 7 \ NKFF \ = DRAINAGE CALCULATIONS siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and rigid insulation, piping for plumbing, outdoor \ \ \ cw�N paving materials. _ 5 \ \ \ \ e AREA OF RESIDENCE (DW-A) Waste materials shall include demolition materials from the existing building structure, unused building materials and products, \ \ DRY WELL AREA x RAINFALL x RUNOFF FACTOR trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials will be temporarily \. \ (DW-A) 2,142 SF x (2/12 FT) x 1.0 = 55-1 CU. FT. - - - USE: (2) 8' DIAMETER x 6' HIGH POOL stored and dumpster shall be emptied weekly by a private carting company. �\ N \ � �• 1 \ (2) 8' X 6' STORM DRAIN RING = 50? GU. FT. PROVIDED REQUIRED PR J T NO: (81 � 501 GU. FT. > 357 GU. FT. 1705 AREA OF RESIDENCE (DW-B) DRY WELL AREA x RAINFALL x RUNOFF FACTOR DRAWN BY: ,6 (DW-B) I,a56 5F x (2/12 FT.) x 1.0 = 526 GU. FT. UT U5E: (2) 8' DIAMETER x 4' HIGH POOL CHECKED BY: TOP OF EXISTING GRADE _ ��\1 \ I I( � � (2) 8' X 4' STORM DRAIN RING = 55'7.8 GU. FT. NS CAST IRON FRAME AND COVER TO FOUND ��aR �� cocci J PROVIDED REQUIRED CONC. MON.. S+c,polF � � �1 33'7.8 GU. FT. > 326 GU. FT. DATE: GRADE (A5 REQUIRED) \ F�� � \ \ �` - - � // � �� � NOVEMBER 15, 2018 TRAFFIC SLAB (5EE \ AREA OF DRIVEWAY (DW-C) SCALE: I I E K DRY WELL AREA x RAINFALL x RUNOFF FACTOR ,l _ 11 PLANS FOR LOCATIONS) � \ � � � .� - A °c DW-D) 1,885 5F x (2/12 FT.) x 0.'7 := 2101.'7 GU. FT. 1 30 - 0 \ `� Gq`�'� e�UF�OHF oR \ \ / �ooN° �RoN use: (2) 8' DIAMETER x 4' HIGH Pool SHEET TITLE: cV sq`1'Zo 'I qy \ \ \ \ / ,V (2) VX 4' STORM DRAIN RING = 536 GU. FT: �r Q°� PROVIDED REQUIRED OVERALL 336 CU. FT. > 21q.'7 CU. FT. ® ® ® ® ® ® ® ® ® � SITE DRAINAGE BA51N FOR 99 c--.o X62 3 "J� 00 ® ® ® ® ® ® ® ® ® SIZES 5EE 51TE PLANS �• c° e° c X33 L� 5' min ® ® ® ® ® ® ® ® ® } Oa -�, . PLAN 0 -4 > ® ® ® ® ® ® ® ® ® BACKFILL MATERIAL WIRE FENCE W/ X98• �� - w FILTER CLOTH �..�' �Z+ 0 Z lu ® ® ® ® ® ® ® ® ® Q TO BE GLEAN SAND SWPPP d O ® ® ® ® ® ® ® ® ® AND GRAVEL FILTER CLOTH MIN. 6" SURFACE ® ® ® ® ® ® ® ® ® - - BELOW GRADE DRAINAGE N/ � � SHEET NO: GROUND WATER PERMANENT STORM WATER RUNOFF CONTROL MEASURE TEMPORARY STORM WATER RUNOFF CONTROL MEASURE L R 'A"' LL %mol �l [E`=� "Folk LAN STORM DRAINAGE RING TYPICAL EROSION & SEDIMENT CONTROL DETAIL SCALE: 1" = 30'-0" NO SCALE NO SCALE TOWN ENGINEER, TRUSTEES SUBMISSION i EE VNIS BE ow III - TRELLIS L I I U I RGH _ I O L ATTIG/REGREATIONRM - --- ---- -- -- ---- — Lu Lu GARAGE D KITCHEN II II I Z SITT M BEDROOM W 00 O O 6 IL __ JL _ _ JLIU I MUD ROOM I I— — r — II I II SITTING AdREA LIN. GL --- - ° II II❑ — �- - � III II II II get STAIR HALL III ° II II - ---- — I- - - - - -- - - -� OPEN TO w n i DN BENTRY GUEST i ENTRY I-- — — — —— MASTER BEDROOM — II ME01IN OM I II BEDROOM P RG I I 0 LOOP BELOW Z I I O a DN W a w SECOND FLOOR PLAN FIRST FLOOR PLAN SCALE:1/8" V-0" SCALE:1/8":1'-0" 06 Z- co Q• n M r T -j O � W F r z w Z LL � W. L) w o 5 o Q N W• a 2 M U r W cl)- Tz 9000 " IN 9001� a a -------Wp� 1. , JI vF-. S' r: ® ® ® ® IELDI LimL--j 11OJ NO: 1705 DRAWN BY: NS CHECKED BY: NS DATE: NOVEMBER 15, 2018 SOUTH ELEVATION NORTH ELEVATION SCALE: SCALE:1/8"=l'-O" 1/81V = 1' - O" SHEET TITLE: FLOOR PLANS ELEVATIONS SHEET NO: TRUSTEES