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HomeMy WebLinkAbout1000-21.-1-26.1 OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) . Telephone: 631 765-1938 Southold, NY 11971 p LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, ,AICP LWRP Coordinator Date: August 8, 2024 Re: LWRP Coastal Consistency Review for ROCKY BLUFF, LLC, c/o RICHARD REISMAN, MEMBER SCTM# 1000-21-1-26.1 En-Consultants on behalf of ROCKY BLUFF, LLC, c/o RICHARD REISMAN, MEMBER requests a Wetland Permit to construct onto existing two-story, single family dwelling an 18'x25.7' second-floor dormer addition with a 4.2'x23.7' roofed-over second-floor deck (in place of 562sq.ft. portion of existing second floor, with same roof line); and a 408sq.ft. one story addition (in place of 313sq.ft. screened porch and 95sq.ft. portion of 165sq.ft. covered entry to be removed from between dwelling and existing accessory garage); remove existing outdoor shower and install a 4'x7' outdoor shower; remove brick walkway and install 4.5' wide masonry walkway; relocate existing 8'x12' shed more than 100' from bluff; remove conventional septic system and install an I/A sanitary system with associated 2' high by 48' long concrete retaining wall more than 100' from bluff; install stormwater drainage system; replace existing pervious gravel driveway; and establish and perpetually maintain a 10' wide vegetated non-turf buffer along the top crest of the bluff to be planted with native vegetation. Located: 645 Rosenburg Road (Fire Road #3), East Marion. SCTM# 1000-21-1-26.1 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 CONSISTENT with the LWRP provided: 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: Honorable Lori Hulse, Attorney 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 significant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). 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 RECEIVE SCTM# 21 - I - 26.1 AUG O; �024 PROJECT NAME Rocky Bluff LLC Southoid Town Panning Board The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 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: Construct onto existing 2-sty single family dwelling an 18'x 25.7'2nd floor dormer addition with 4.2'x 23.7'roofed-over 2nd floor deck (in place of 562 sf portion of existing 2nd floor,with same roof line),and a 408 sf 1-sty addition(in place of 313 sf screened porch and 95 sf portion of 165 sf covered entry to be removed from between house and existing accessory garage;remove existing outdoor shower and install 4'x 7'outdoor shower;remove brick walkway and install 4.5-ft wide masonry walkway;relocate existing 8'x 12'shed more than 100 feet from bluff,remove conventional septic system and install I/A sanitary system(with associated 2'ft high x 48'long concrete retaining wall)more than 100 feet from bluff, install stormwater drainage system;replace existing pervious gravel driveway; and establish 10-ft wide vegetated non-turf buffer along top of bluff to be planted with native vegetation,all as depicted on the site plan prepared by Maresca Associates Consulting Engineers, last dated March 18,2024. Location of action: 645 Rosenburg Road(Fire Road#3),East Marion Site acreage: 1.17 acres Present land use: Residential,two-story single family dwelling and garage 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: Rocky Bluff LLC (b) Mailing address: c/o Richard Reisman, Member 20 East 9th Street,Apt. 12K,New York,NY 10003 (c) Telephone number: Area Code 917-494-8822 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No® 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 LWRP Section III - Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® Not Applicable 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 ® Not Applicable 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 Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable The proposed renovations will be situated no closer to the top of bluff than the 40-ft setback to the existing house,which was originally permitted by the Town Building Department in 1975,prior to adoption of the required 100-foot bluff setback;and the existing dwelling and proposed renovations are located well landward of the Coastal Erosion Hazard Area and outside the FEMA-regulated flood zone. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ®Yes ❑ No ❑ Not Applicable -SEE ATTACHED ADDENDUM- Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR ROCKY BLUFF LLC 645 ROSENBURG ROAD (FIRE ROAD#3) EAST MARION, NY SCTM#1000-21-1-26.1 Policies 4, 5, and 6 Consistent with LWRP Policies 5 and 6, the proposed project design and incorporated mitigation measures described below are intended to protect and improve water quality, and to protect and restore the quality and function of the adjacent bluff/shoreline/tidal wetland ecosystem through beneficial impacts on the treatment of septic waste; stormwater runoff control and recharge; and the environmental quality of groundwater and the adjacent bluff, beach, and surface waters. 1) The dwelling's legally permitted and now nonconforming setback from the bluff, which is well vegetated and appears to be stable, would be maintained with no new encroachments; and all construction would occur well outside the Coastal Erosion Hazard Area. 2) All of the proposed construction would occur within the existing structural footprint. 3) The existing conventional septic system located less than 100 feet from the bluff will be removed and replaced with a low-nitrogen,I/A sanitary system consisting of an I/A OWTS located more than 100 feet from the top of bluff and more than 200 feet from the surface waters of Long Island Sound. Unlike conventional systems that are not designed or equipped to treat nutrients such as nitrogen, I/A systems are designed to significantly reduce nitrogen loading into the groundwater and ultimately surface waters. 4) To reduce the area and increase the setbacks of maintained lawn and potentially associated chemicals from the adjacent naturally vegetated bluff,and to mitigate the potential impacts of runoff and potentially associated bluff erosion, a 10-foot wide vegetated non-turf buffer will be established with native plantings along the top of bluff. 5) To further minimize potential impacts from stormwater runoff, a proposed stormwater drainage system is designed to capture and recharge roof runoff from the renovated dwelling and greywater from the proposed outdoor shower. 6) A project limiting fence will be installed to contain site disturbance and potential surface runoff during construction. -SEE ATTACHED ADDENDUM- Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [:] No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY Coastal Management Specialist DATEJune 26,2024 Robert E. e n Amended on 811105 ao10W Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.MA THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Q� y, 1000 83 1 7 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN iD s ricF Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM#/WORK ASSESSMENT Yes No a.What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (include Total Area of all Parcels located within 1.17 Generated by a Two(T)Inch Rainfall on Site? the Scope of work for Proposed Construction) (This item will include all run-off created by site X b,What is the Total Area of Land Clearing (S.F./Acres)) clearing and/or construction activities as well as all El and/or Ground Disturbance for the proposed 13,987 sf Site improvements and the permanent creation of construction activity? (S.F./Acres) impervious surfaces.) 2 Does the Site Plan and Survey Show All Proposed ❑ PROVIDE BRIEF PROJECT DESCRIPTION(Provide Additional Pages as Needed)) Drainage structures Indicating Size&Location?This item shall include all proposed Grade Changes and Construct onto existing 2-sty single family dwelling an 18'x 25.7'2nd floor dormer addition Slopes Controlling Surface Water Flow, with 4.2'x 23.7'roofed-over 2nd floor deck(in place of 562 sf portion of existing 2nd floor, 3 Does the Site Plan and/or Survey describe the erosionX with same roof line),and a 408 sf 1-sty addition(in place of 313 sf screened porch and 95 sf and sediment control practices that will be used to portion of 165 sf covered entry to be removed from between house and existing accessory control site erosion and storm water discharger.This Item must be maintained throughout the Entire garage;remove existing outdoor shower and install 4'x 7'outdoor shower;remove brick Construction Period. walkway and install 4.5-ft wide masonry walkway;relocate existing 8'x 12'shed more than 100 feet from bluff;remove conventional septicy sanitary s stem and install I/A sanit system(with 1 y 4 Will this Project Require an Land Filling,Gradin or ❑ Excavation where ere is a change tot a Natural associated 2'ft high x 48'long concrete retaining wall)more than 100 feet from bluff,install Existing Grade involving more than 200 Cubic Yards stonnwater drainage system;replace existing pervious gravel driveway;and establish 10-ft of Material within any Parcel? wide vegetated non-turf buffer along top of bluff to be planted with native vegetation,all as 5 Will this Application Require Land Disturbing Activities depicted on the site plan prepared by Maresca Associates Consulting Engineers,last dated Encompassing an Area to Excess of Five Thousand March 18,2024. (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site?Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres:including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes Elare part of a larger common plan that will ultimately disturb one or more acres of lands; which Exceed Fifteen(15)feet of Vertical Rise to Including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for storm water discharges.lQ SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit O Will Driveways,Parking Areas or other impervious or Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off ❑ 1.The SWPPP shall be prepared prior to the submittal of the NOI. The NOI shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, 1:1 required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit. In addition,the SWPPP shall Area?(This item will NOT include the installation of Driveway Aprons.) identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE:If Any Answer to Questions One through Nine pis Answered with a Check Mark 3.All SW PPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is knowledgeable in the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. (NOTE:A Check Mark(X)and/or Answer for each Question is Re uired for a Completed Application). STATE OF NEW YORK,COUNTY OF uffol.-S-- - k -------------- ------- SS That I, Robert E. Herrmann Name of being duty sworn,deposes and says that he/she is the applicant for Permit, ( tndrvidual signing Document) And that he/she is the Agent for the Owner ----------------------------------------------------------------..•--_---------------------- ------------------------ (Owner,Contractor,Agent,Corporate Officer,etc. Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed.in the manners set forth in the application filed herewith. Sworn to before me this; t2 th d of,-----June----------------------- INN Notary Pub is .-- -12 ----------ff_K1M_-14.--ST-EPHENS------- -------------- - (signature of ant) FORM - 06/10 No.01ST5015931 lified in Suffolk County ission Expires August 02,20 Sl � . ROCKY BLUFF LLC,645 ROSENBURG ROAD(FIRE ROAD 3),EAST MARION, J t!'. , � n .l`. Vie`' k �� ��� �_____ �'! /�. j � ti�:r ��,w. .1. .� � �.- .,•�' _' `� K. ;'� _ .!_� /��� '' .,4w •,�•�: �. � ,• ��• e.Y 1. •�• Figure 1. Aerial view of subject and adjacent soundfront dwellings accessed by Rocky Point Road,including depletion of"pier line." /mage by Google Earth. .` . , � �; �\•`� ��� 'rt =�`�� � � � _. r. ? __ � _ �.. iya ' _ _ _ __ � _. _ _ �— -- — — __ � _ — _ .r i ti _ � .. Figure 2. Looking nurdtwect rrt front/[[utdwurd side of e_eistrnlj dwelling«r:d loc«lion of proposed[-sty«ddilrnn and«lter«lions. * 4 ROCKY BLUFF LLC,645 ROSENBURG ROAD(FIRE ROAD 3),EAST MARION, 1 � r• s'. Figure 3. Looking southeast at waterside of existing dwelling and location of proposed 2nd floor dormer addition and roofed over 2nd floor deck/walk-out terrace,all within existing footprint. 1 LIL I o ` 1 4 Figure 4. Rendering of southeast view of renovated dwelling depicting proposed 2nd floor dormer addition and roofed over 2nd floor deck/walk-out terrace. EXISTING IRRIGATION WELL TO REMAIN `1 Y Y Y Y Y m W 645 ROSENBURG ROAD J EAST t.^..ARION `" "' PROPOSED 18' x 25.7', +463 SF 2ND FLOOR DORMER (GREEN) AND 4.2' x 23.7' 06 j +99 SF ROOFED-OVER 2ND FLOOR DECK (ORANGE) IN PLACE OF APPROXIMATELY z 562 SF PORTION OF EXISTING 2ND FLOOR ELEV. 56.0 a H 0"� ;' ;x '• (NEW DORMER ROOF NOT TO EXCEED BOUNDARY OF EXISTING ROOF) w z PROPOSED 10' WIDE NON-TURF BUFFER G� % ' % '-% MIXED SAND , �- w / , , , & LOAM 2 TO BE VEGETATED WITH NATIVE PLANTINGS ;J'�h ;'/%;�',!;';'®, EXISTING OUTDOOR SHOWER TO BE REMOVED PROPOSED 4' x 7" OUTDOOR SHOWER, 28 FT BROWN r p w U) z OVER GRAVEL BASE, PIPED TO PROPOSED DRAINAGE STRUCTURE ML Ruth Oliva Preserve ; z w J Z 0 EXISTING 2-STORY 3-BEDROOM RESIDENCE (SET ON WOOD LANDING 6`X6.s' `". SANDY SILT at n.im Pony J m Q _O - � ' ,o.s'E �� EXISTING NEIGHBORING WELL 12 J as srn�on,nt, r p3rl, r' m 2 z A PARTIAL FULL BASEMENT/PARTIAL CRAWL SPACE) ' U w , �� o� , ;; ;; ;' ; ;;•i;;'; ' , 815 ROSENBURG ROAD � m /'/'/'/ / BROWN --�---__ g � � TO BE RENOVATED ON INTERIOR W/1 ADDITIONAL /�P P`' j % / ' ' / , , SM / -� co \ i� �;/ / r - / �!', . SCTM# 1000-021.00-01.00-025.001 i r.t Q SCDHS DEFINED BEDROOM (FFE 57.6) %�� !; '; %';'� ;';',� `�'�; ; ; ; 1 SILTY SAND r;:.,^:'.,r„r �`"i ! °� Q z /! J ASSUMED SHALLOW WELL- NO RESULTS FROM / w O HEALTH DEPARTMENT FOIL F150767 PALE East Marion m W Q > Z W / J NYSDEC FOIL #W114206-033123 SP BROWN FINE Arbor'" g w w z View House E; tern f al'. Z p c. r,- fled R 0rrakfast U. f.drai,r,.rt—champ r SAND 25r 7 i r,, L,r,' Isf3rXl ROr113r121C w ❑ w Q BROWN v � ¢ � w ❑ °_- M L & S M SANDY SILT o 00 o Qp ❑ C� z -- 2 HIGHEST EXPECTED ALL SITE DATA SUPPLIED BY KENNETH WOYCHUCK LAND SURVEYING w w 0 w = Z _O EXISTING 681 SF DECK TO REMAIN \ i i/J ' / :, �¢'' & SILTY cn ED z Co F ❑ % '' /`/ /''! '' . J ' GROUNDWATER AQUEBOGUENY 07.28.16 REVISED 06.24.23co , ;', , i; J/ J t SAND SCTM#1000-21-1-26.1 / 51 032 SF /1.17 ACRES /-'% '! % J' : _ - �` P O L•P. 0EXISTING'NEIGHBORING WELL 55' ELEV. 5.0 FROM LI DEPTH FINDER ' N = m ' " ' J 'l / "\ 4, / J/ ;%;'/,'!J':/i -; /� - ASSUMED SHALLOW BROWN ELEVATIONS NAVD 1988 DATUM d. � co co co co % '% ' '';, %„ %'';.'' ,;�� ': : " SP FINE SAND 57' oNo cNo N w �' ''// lj ' /,; ',�v ;'J . . GROUNDWATER — N o N N o t- '';'/ WATER IN LAND N/F ELEV. -1 .0 0 0 r- N/F \ WEOF o o ❑ THIS IS THE END OF THE ROAD LLC SP BROWN 313 SF EXISTING SCREENED PORCH, AND , ;J '' ` ' } /®0 � /'' !,:;J ;;;/�/%;,,/', , ; ,�- ®` �\\ OF DWELLING W/VVELL WATER FINE SAND 63 ; - HAM ROSENBERG /J/J;!!i %% %:% ' % /% % ' fit\ SEPTIC OVER 150' '^ 95 SF PORTION OF EXTG 165 SF COVERED ENTRY ROOF , ,; /�,' ; ; i; ; ; J : : / WEL ® ` WE MAGGI MEG REED NOV. 15, 2022 TO BE REPLACED WITH 1-STORY ADDITION IN GREEN 0 FLAG POLE LLJ o\ J>t MICHAEL SCHUBERT \ 935 ROSENBURG ROAD 1i � GW/WELLWATER \ 1000-021.00-01.00-024.001 MCDONALD GEOSERVICES W /;; ! ;' SEPTIC OVE o ' / l ! 1. r ` \ 1501 EXISTING POTABLE WELL TO BE RELOCATED /;r !; ; ; ,� \� 815 ROSENBURG ROAD WELD , Q �A• / 1000-021.00-01.00-025,001 SDI US i DUE TO SALT WATER INTRUSION ;;� %�; �: \J '% ;i�l/i �. o' @ AP�P\ ® \ U TO BE RE-USED FOR IRRIGATION /;�;i 'J/; % -' . �, �S N J'J wooD s', ° �� 1.2 , \ (3) 8 Q� x 8 DEEP PROPOSED DRY WELLS DECK �� „/`� /o , 2 `, ;/ EXISTING 165 SF COVERED ENTRY FOR ROOF RUNOFF DRAINAGE O _ �' Ptio� -x •9 ® '� /% r CONNECT NEW OUTDOOR SHOWER TO U) EXISTING 1 1/2-STORY DETACHED GARAGE TO BE / i : "�'"" /// w I ! \ EASTERN PROPOSED DRY WELL C� C � Z - � Uj c CONVERTED TO 1 1/2-STORY ATTACHED GARAGE J :'J/ i' ;'. � , °`�� cr. ', LOT VIA PROPOSED ADDITIONS AND ALTERATIONS Ococm r o WELL v0/ �, x56.7 , / V o -0 ' A/c >;P �'�`` aR �' � \ GRACE B. RAYMOND / ' 70 SF PORTION OF EXISTING 165 SF � 00 E co EXISTING SANITARY SYSTEM TO BE REMOVED LL �o x56 �wq \ `, \ `/- COVERED ENTRY TO BE REMOVED °O O T_ _ i ) 1 °w °' ^�tiO�y^ \ N VACANT / W U AS PER SCDHS REGULATIONS �,® i o - / S �'�, e \ U, ,6" 15'-2" j' L.P GAS -l�� D1N RPM 3 , „ \ �` .., N,J' EXISTING BRICK WALKWAY Q x 56.5 : �� O 15-2 m \ o- TO BE REMOVED EXISTING SHED WITH RAMP AND COVERED STORAGE COVERED 1 -�� co 16'-3" \ TO BE RELOCATED STORAGE sy P, ^ - . " O _ �- S r' r O, ,, ° TO �. ,( 2.6 MP °� ;: "�o - 11 18 \ 1Z O `� PROPOSED 4.5' WIDE ' ,, ..R/�qy.;,- TREE \ \ \ - 0 2 . MASOVRY WALKWAY TEST HOLE LOCATION • PROPOSED IA SANITARY SYSTEM SUITABLE FOR 4 BEDROOMS - _ ` ., YO/� HYDRO ACTION AN 400 (440 GPD)WITH LOCKING COVERS TO GRADE t N p W/ PLASTIC DISTRIBUTION BOX (POLYLOK 3017-206-6 OR EQUIVALENT) J�^\ `� ` TOP OF WALL ,�' OTT CONTROL PANEL WITH GFI SERVICE OUTLET & OF EOTTO.0 HYDRO ACTION HP80 COMPRESSOR TO BE INSTALLED co o WITHIN VIEW OF SANITARY SYSTEM - ---6�' ' \ ` u� `_ ,,..` • w \ J �� .Q d 1 TANK TO BE VENTED THROUGH THE HOUSE W/ CARBON FILTER w/ 1- 8'0 x 12' DEEP LEACHING POOL + 1 EXPANSION POOL LOT 1 1 ; l $ O RELOCATED SHED WITH RAMP AND COVERED STORAGE �S�o PR AP OF H. LLOYD KANEV 11523 , N \ ----- } 8 x 12 , 96 SF SHED (DRY STRUCTURE) DWELLING WMELL ATER ' / j \ ! \ o \ v w/ 7' x 6' 42 SF COVERED STORAGE PROPOSED POURED CONCRETE & WATERPROOFED ( \ 3 ', �% 4 ' SANITARY RETAINING WALL- 48' LONG 355 ROSENBUR ROAD / ;! TOTAL SQUARE FOOTAGE: 138 SF 1000-021.00-01. -030.002 W/ 2' WALL EXPOSURE HEIGHT SEE SECTION ON S-2 L.P. ?;�' \ _ .� \ '®_ __�/ ` • \ 0 P. S Z ELL ` W \ WE L r EXISTING GRAVEL DRIVEWAY TO BE DISTURBED \ �� \ ! `. ® \\ ��, 1 v J� Q . FOR SEPTIC AND DRAINAGE INSTALLATION TO BE REPLACED IN KINDIto Z V LAND N/F I W Z Q OF n mO ® ; NICK&KOULA DAMOULAKIS PROPOSED PROJECT LIMITING FENCE i ;� DWELLING WMELL WATER / W z o I � Q IN ORANGE \\ ® , r\\ ; 555 ROSENBURG ROAD I W W AREA OF DISTURBANCE:13,987 SF ^t °2`/; 1000-021.00-01.00-005.00o O L.P. ! W EXISTING NEIGHBORING WELL O U) t 1 555 ROSENBURG ROAD 1 � Q / I PROPERTY INFORMATION O SCTM#1000-021.00-01.00-005.000 Z Lo W 645 ROSENBURG ROAD,EAST MARION,NY 11939 `\ c _ O ASSUMED SHALLOW WELL- NO RESULTS FROM SCTM NO. 1000-021 -01 -26.1 °`\ --- ® /J HEALTH DEPARTMENT FOIL F150765 ELL - ZONING INFORMATION FOR LOT 26.1 \ \% NYSDEC FOIL #W114206-033123 LOT 26.1: 51,032.39 S.F. OR 1.17 ACRES('TO MHW TIE LINE) LOT 26.1 BUILDABLE LAND AREA: 34,633 S.F. OR 0.79 ACRES n U.P. v, e NO NEW CLEARING PROPOSED LOT COVERAGE CALCULATIONS: Uj x"IN ALLOWABLE LOT COVERAGE=20/o OF AREA(34,633)X(.20)=6926.E SF ry STRUCTURES EXISTING PROPOSED EXISTING DWELLING w/SCREENPORCH 2026 S.F. -yS j EXISTING DETACHED GARAGE 819 S.F. \ 0 EXISTING COVERED WALKWAY 165 S.F. --- DWELLING WITH ATTACHED GARAGE&PROPOSED ADDITIONS --- 2934 S.F. f IPA \ ��� SHED w/COVERED STORAGE 138 S.F. 138 S.F. �j D� ACCESSORY DECK 681 S.F. 681 S.F. 1 °per �tJO- TOTAL LOT COVERAGE 3829 S.F.(11.0%) 3753 S.F.(10.8%) i0 GROSS FLOOR AREA CALCULATIONS: \ 2 \ m ALLOWABLE GROSS FLOOR AREA= 4350 S.F.PLUS 7.5%OF THE LOT AREA IN EXCESS OF 30,000 S.F.UP TO A TOTAL OF 5,100 S.F.MAX DRAWN BY: KM PS�\AO' MAX ALLOWABLE GFA=4350+(4633)"(.075)=4697.5 S.F. U.P. _ DATE: 07.17.23 \ =/ GROSS FLOOR AREAS: EXISTING SF PROPOSED SF 6� ( DWELLING FIRST FLOOR 1714.5 S.F. 2008 S.F. SCALE: AS NOTED S14010 � O - AREA COUNTED 2X FOR GFA(C.HEIGHT>15') 339 S.F. 339 S.F. rr g `-A, N DWELLING SECOND FLOOR 1020 S.F. 1020 S.F. U.P. WORKSHOP/LAUNDRY(GARAGE FIRST FLOOR) o S.F. 222 S.F. SHEET �go�. __ SANITARY SITE PLAN STORAGE(HALF STORY ABOVE GARAGE>6-0") 210 S.F. 182 S.F. ,,"'~.,,", \, •/may SCALE - 1:30 TOTAL 3283.5 S.F. 3771 S.F 30' 0' 30' 60, BUILDING HEIGHT CALCULATIONS MAXIMUM BUILDING HEIGHT=35'-0" PROPOSED BUILDING HEIGHT=24'-4" ALL CALCULATIONS SUPPLIED BY KENNETH WOYCHUCK LAND SURVEYING, AND BERG DESIGN ARCHITECTURE OF 2 SHEETS S.C.T.M.# DISTRICT 1000 SECTION 21 BLOCK 1 LOT 26. 1 6005 1ANDINC .13 // %i L.P. L.P.60. / LAND N/F OF ABRAHAM ROSENBERG 11 MAGGI MEG REED 1 lip. SCHUBERT WELL DWELLING W/WELL WATER \ • 60 ' [� SEPTIC OVER 150' ; /OIRRICAWEILLI\JS`•S8\ j I \ FLAG POLE N \ � 1 Al \ \ // / / / / ::. 1:•:•:6 .:-..:: u N ELL \ WOOD •.. •:.:::•'r::�:::•:::�:;•::i:::..J2:..''=. S I 1 7:•:•:•:.:: :.::::.:::::: XS� •� 1 � LOT 4 WELL 33.5 '.....•:':>.: ` �:s ct•:•':. MONVPN . \ t WELL / ! x5@.7 S \ LAND N/F OF _ Is .` .� : :;.: i aR� •.:: \ GRACE B. RAYMOND SANITARY LOCATION f x56 VACANT POINT A. POINT"8" N�� I i A:•:;:..;': cttt���4yyyy y. �t... \ .0... .;.;:.:' SEPTIC TANK 20' 35.7' ! 1*:..::..:::::::::36 _ CESSPOOL 27.6' 26.3' O 0 G. / S. B x56.3 G \ L.fl CA� O \\ • \ U7 O. x 56.5 11 \\ COVERED \ 370',:::'.:}',:,- :.r,': \ 1 O STORAGE S C.P. 1'W j�Fp f Op' ": vSs 8"0AK _!rq' LOT 5 t Z 0 MON. e �\ O 4.2'L 54. EL iigSFApSFO :: ..•: 1;K� \ \\ L540 EL 52 8 g 'M U.P� tt \\ N �L525 \ 1\ / 1 EL 50 3 �( EL 52.2 MON \ \ LOT 6 t\ \1 LOT T 1 � \ l MAP OF H. LLOYD KANEV 11523 C—A DWELLING W/WELL WATER ELEV. 47.3 L.P WELL OVER 150' ' :� PIPE 5a MIXED SAND 2 & LOAM / 60 U.P. PIPE ,� ® BROWN \ WELL ML SANDY SILT 12 r �e SM BROWN BUILDABLE AREA: LANDWARD OF CREST OF BLUFF/CEHL: 34,633 S.F. "PRO ,( SILTY SAND 21 TOWN OF SOUTHOLD LOT COVERAGE PALE DWELLING W/COVERED PORCHES: 3023 S.F. or 8.73% SP BROWN FINE SHED W/COVERED STORAGE: 138 S.F. or 0.40% . LAND N/F 25� SAND REAR DECK: 681 S.F. or 1.96% � OF NICK & KOULA DAMOULAKIS BROWN TOTAL: 3802 S.F. or i i.09% // DWELLING W/WELL WATER Z ML & SM SANDY SILTi & SILTY ' SAND % Q L.P. 55 /w O SP BROWN FINE SAND 57' .WELL / WATER IN 'J 70 SP BROWN FINE SAND 63' U-P' I NOV. 15, 2022 ^��I McDONALD GEOSERVICES N �� �a tA �tV NYSDEC COASTAL EROSION HAZARD AREA MAP sa z•. _ ro SHEET 15 PHOTO No. 51-609-83 AUG. 29, 1988 ': AREA: 51,032.39 SQ.FT. or 1.17 ACRES (TO MHW TIE LINE) ELEVATION DATUM: NAVD88 ----N ------- \ S, S UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY 1 u.P. a Iz MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ON. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION " LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 00 QO u•P.�o+ THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE `31"1 Q�+ 1` NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS 1 AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 7I10fE OF SURVEY � OP SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO: ROCKY BLUFF LLC; MAP OF: RAM ABSTRACT LTD; FILED: FIDELITY NATIONAL TITLE INSURANCE COMPANY; REVISED TAXLOT/LOT AREA 06-23-24 REVISED 06-24-23 SITUATED AT:EAST MARION ADD UTILIITY MARK OUT DATA 12-10-22 TOWN oF:sourHOLO KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISED 10-05-16 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 07-28-16 P.O. Box 153 Aquebogue, New York 11931 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL PHONE (831)298-1588 FAX (631) 298-1588 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS FILE # 16-106-1 SCALE: 1"=40' DATE:JUNE 21, 2016 N.Y.S. LISC.NO. 050882 matntaWng the records of Robert J. Hennessy & Kemeth N. Waychuk AND OR DATA OBTAINED FROM OTHERS.