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Home My WebLink AboutTR-9806 Glenn Goldsmith,President 1Z, Town Hall Annex A. Nicholas Krupski,Vice President 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly 4CTelephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 14, 2023 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE ALISON M. BYERS c/o ALISON M. BYERS, PsyD, VP 10075 NASSAU POINT ROAD, CUTCHOGUE SCTM# 1000-119-1-13.1 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, December 13, 2023: RESOLVED that the Southold Town Board of Trustees grants the Final (1) Year Extension to Wetland Permit#9806, as issued on January 20, 2021. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Glenn Goldsmith President, Board of Trustees GG:dd EN-CONSULTANTS I NOV �;- 20 F>outhold ,.-.. �" Town November 1, 2023 Board of Trustees Town of Southold Board of Trustees Post Office Box 1179 Southold,New York 11971 Re: Permit#9806 Alison M. Byers 10075 Nassau Point Road,Cutchogue SCTM#1000-119-1-13.1 Dear Board of Trustees: The above referenced permit is due to expire January 20, 2024. As the approved work has not been completed,please accept this letter as a request for the final a one-year extension. The permit fee of$100.00 is attached. Thank you in advance for your attention to this matter.. Your trdly,. Robert E. F errrnann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting ui�-nn Goldsmith,President , i9 Town Hall Annex A.Nicholas Krupski,Vice President C9 54375 Route 25 Eric Sepenoski W P.O.Box 1179 Liz Gillooly Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time:14 z3 Completed in field by: 1J, r v' En-Consultants on behalf of ALISON M. BYERS c/o ALISON M. BYERS, PsyD, VP requests a Final (1) Year Extension to Wetland Permit #9806, as issued on January 20, 2021. Located: 10075 Nassau Point Road, Cutchogue. SCTM#: 1000-119-1-13.1 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code propose work falls under: Chapt.275 Chapt. 111 other Type of Application, , Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples 'z Glenn Goldsmith,President �� d� Town Hall Annex ,w 54375 Route 25 A. Nicholas Krupski,Vice Presidents P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 * �� . 4 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 15, 2022 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: ALISON M. BYERS c/o ALISON M. BYERS, PsyD, VP 10075 NASSAU POINT ROAD, CUTCHOGUE SCTM# 1000-119-1-13.1 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, December 14, 2022: RESOLVED that the Southold Town Board of Trustees grants a One (1) Year Extension to Wetland Permit#9806, as issued on January 20, 2021. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Glenn Goldsmith President, Board of Trustees GG:dd AMMEW p^+ g d ','g''�y, 'g EN-'CONS'UL I C^�N 'S NM9MMNNM/RlWllp WDM 1. I November 22, 2022 Town of Southold Board of Trustees Post Office Box 1179 Southold, New York 11971 Re: Permit#9806 Alison M. Byers 10075 Nassau Point Road, Cutchogue SCTM#1000-119-1-13.1 Dear Board of Trustees: The above referenced permit is due to expire January 20, 2023. As the approved work has not been completed,please accept this letter as a request for the first a one-year extension. The permit fee of $50.00 is attached. Thank you in advance for your attention to this matter. Yours y, Robert 1 ; �rmarua Coastal Management Specialist /khs Enc. 0 1 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www,er)C:0 SUltants eom environmental consulting GlennGoldsmith,President ivwnhailr..,,. . A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski P.O. Box 1179 Liz Gillooly Southold,NY 11971 Elizabeth Peeples ` Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report z Completed in field by: Date/Time- I 2-hLz w ` En-Consultants on behalf of ALISON M. BYERS c/o ALISON M. BYERS, PsyD, VP requests a One (1) Year Extension to Wetland Permit #9806, as issued on January 20, 2021. Located: 10075 Nassau Point Road, Cutchogue. SCTM#: 1000-119-1-13.1 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: ✓Chapt.275 Chapt. 111 other Type of Application: ✓ Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: enoski Se E.ski Present Were: G. Goldsmith ZN. Kru p p L. Gillooly E. Peeples Glenn Goldsmith,President �QF SO&P Town Hall Annex A.Nicholas Krupski,Vice President ,`O� - �. 54375 Route 25 P.O. Box 1179 John M. Bredemeyer III Sou„thold,New York 11971 Michael J.Domino G Telephone(631) 765-1892 Greg Williams � �� Fax(631) 765-6641 BOARD OF-TOWN TRUSTEES _. TOWN OF SOUTHOLD SOUTHOLD TOWN'BOARD OF TRUSTEES YOU ARE REQUIRED TO;C'ONTACT THE--OFFICE OF THE.BOARD' OF.TRUSTEES, 72,•HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BEL-OW INSPECTION SCHEDULE - Pre-coistriaicitt curtain _ 1sty fl ,COflStlCt10F1 •' % constructed Wh6j1-'pr0ject;complete,call-for,coiinpliance.inspection; 4z_14 IM" ,..�,;.•1011 � _ ---_ _— -- — _ ___ _� �/a'�, e BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 9806 DATE: JANUARY 20,2021 ISSUED TO: ALISON M. BYERS do ALISON M. BYERS, Ps_YD,VP PROPERTY ADDRESS: 10075 NASSAU POINT ROAD, CUTCHOGUE SCTM# 1000-119-1-13.1 ig R AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on January 20, 202-1 and in consideration of application fee in the sum of$250.00 paid bvAlison M. Byers and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the 9, following: Wetland Permit to demolish existing one-story,2,254 dwelling structure located 28.61 from top of bluff and patio located 151 from top of bluff; construct one-story 4,929sq.ft.single family dwelling structure consisting of 2,045sq.ft. habitable dwelling with 18.7'x221 roof deck above,562sq.ft. carport, 1,663sq.ft. Fe l covered decks,and 659sq.ft. roof overhang with no structure beneath,located a minimum of 50' from top of bluff; install pervious gravel driveway and parking area; 5'wide landscape steps to dwelling;3' high landscape retaining walls; landscape beds; and 4' wide earthen pathways,including path to existing bluff stairway; remove existing nonconforming septic system located 711 from top of bluff and install new I/A OWTS sanitary system more than 100' from top of bluff; relocated public water service and install P underground electric service; install storm-water drainage system; clear approximately 5,390sq.ft.of existing vegetation for new construction,and revegetate approximately 8,195sq.ft.area(all more than 15' E, from top of bluff); truck in approximately 187 cubic yards clean fill from an approved upland source to achieve proposed grades; and establish and perpetually maintain a 3,685sq.ft. non-turf buffer within 15' of top of bluff(remove existing invasive vegetation/add native vegetation); and as depicted on the survey prepared by Squires,Holden,Weisenbacher&Smith Land Surveying,last dated August 17,2020 and stamped approved on January 20,2021; and the vegetation map prepared by Squires,Holden, Weisenbacher&Smith Land Surveying,last dated August 17,2020 and stamped approved on January 20,2021. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the 20th day of January,2021. I J"I Xx, 101 4 TERMS AND CONDITIONS The Permittee,Alison A Byers, residing at 10075 Nassau Point Road, Cutchogue,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will,at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President QF so�jy Town Hall Annex A. Nicholas Krupski,Vice President ,`O� OlO 54375 Route 25 P.O.Box 1179 John M. Bredemeyer III Southold,New York 11971 Michael J.Domino G Q Telephone(631) 765-1892 Greg Williams �O �� Fax(631) 765-6641 • - ly��UNT`I,�� - BOARD OF TOWN,TRUSTEES TOWN OF SOUTHOLD January 26, 2021 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton; NY 11968 RE: ALISON M. BYERS c/o ALISONX,BYERS, PsyD, VP, 10075 NASSAU POINT ROAD, CUTCHOGUE SCTM# 1000-119-1-13.1 Dear Mr. Herrmann: The Board of Town Trustees tookthe following'acton during its regular meeting held'on Wednesday, January 20, 2021 regarding the above matter: WHEREAS, En-Consultants on behalf of ALISON M. BYERS c/o ALISON M. BYERS, PsyD, VP applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated November 30, 2020, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on January 20, 2021; at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning'this application, and, 2 WHEREAS,.the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the -Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of ALISON M. BYERS c/o ALISON M. BYERS, PsyD, VP to demolish existing one-story, 2,254 dwelling structure'located 28.6'from top of bluff and patio located 15' from top of bluff; construct one-story 4,929sq.ft. single family dwelling structure consisting of 2,045sq.ft. habitable dwelling with 18.7'x22' roof deck above, 562sq.ft. carport, 1,663sq.-ft,covered decks, and 659sq.ft. roof overhang-with no structure beneath, located a minimum of 50' from top,of bluff; install pervious,gravel driveway and parking area; 5'wide landscape steps to dwelling; 3' high landscape retaining walls; landscape beds; and 4'wide earthen pathways, including path to existing bluff'stairway;-remove existing nonconforming septic system located 71' from top of bluff and install new I/A OWTS sanitary system more than 100' from top of bluff; relocated public water service and install underground electric service; install storm-water drainage system; clear approximately 5,390sq.ft. of existing vegetation for new construction, and revegetate approximately 8,195sq.ft. area (all more than 15'from.top of bluff); truck in approximately 1.87 cubic yards clean-fill from an approved ft' upland source to achieve.proposed grades; and establish and perpetually maintain a 3,685sq. .,tion-turf buffer within 15' of top of bluff,(remove existing invasive vegetation/add -native vegetation);-,-and as depicted on the survey prepared by Squires; Holden-Weisenbacher, & Smith Land Surveying, last dated August 17, 2020 and`stam'ped'approved on January 20, 2021; and the vegetation map prepared by-Squires, Holden, Weisenbacher& Smith Land Surveying, last dated August 17, 2020 and stamped approved on January 20, 2021. Permit to construct and complete project will expire two years from'the,date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of-the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 V%y truly yours, 4h_ of it President, Board of Trustees GG/dd JOB No. 15370 - C13011 PROPOSED 15' WIDE 3,685 S.F. NON-TURF BUFFER ADJACENT TO BLUFF CREST; SUFFOLK COUNTY TAX MAP SANITARY NOTES: ADJUSTABLE LOCKING TYPE 'F' REMOVE EXISTING INVASIVE SPECIES, MAINTAIN EXISTING NATIVE SPECIES, CAST IRON FRAME AND COVER SECTION ALTERNATE INLET REMOVABLE INSPECTION COVER WITH AERATOR MOUNTING CASTING AND CAST-IN-PLACE RECEIVING FLANGE DISTRICT 1000 1. INTENT OF THE PERMIT IS THE INSTALLATION OF A NEW COMPLIANT (TO BE WATER TIGHT AND LOCATION CAST-IN-PLACE HANDLE COVER WITH FRESH AIR VENTASSEMBLY AND SUPPLEMENT WITH ADDITIONAL NATIVE PLANTINGS SECTION 119.00 SANITARY SYSTEM FOR 2 BECROOMS. INSECT PROOF) BIO-KINETIC°SYSTEM LOCKING LUGS APPROVED SEALANT OR EXTENDED AERATION SOLVENT W ELD S (SEE PLAN BY OTHERS). BLOCK 01.00 2. PERMIT PROPERTY AND NEIGHBORING PARCELS ARE ON PUBLIC WATER. SEALING DEVICE"- - CHAMBER- CONNECTION - - 02.39'23» w PARCEL 013,001 NO KNOWN WELLS WITHIN 150FT OF PROPOSED SYSTEM. - 2.5' MAX. • 3. EXISTING SANITARY SYSTEM SHALL BE PUMPED CLEAN, STRUCTURES I "� III IIII �II1111) p --� LITTLE PECONIC BAY REMOVED, CONNECTING PIPING REMOVED, AND BACKFILLED WITH CLEAN SOIL, I MAX - r-9" •.. e. AND ABANDONMENT CERTIFICATION SUBMITTED BY CONTRACTOR IN I I 8 MIN. TRAFFIC BEARING 0 p� ACCORDANCE WITH S.C.D.H.S. STANDARDS. TOtx MEET AASHTO-H20 A D D LA 4-4. TEST HOLE WAS DUG ON JANURY 25, 2019. GROUNDWATER WAS I 1�� Q- °q oNOT ENCOUNTERED. �`"'• 5. PROPOSED SANITARY SYSTEM SHALL BE I A SYSTEM PRECAST 1,300 I i -- 5' WALLMEAN HIGH WATER EL 0.94 / ER EFFLUENT LINE + ----- - - _`•.. GALLON TREATMENT UNIT WITH 1 8' DIA. X 12' DEEP CESSPOOL. I / 4•DIAMETER INLET LINE o - -' - -.._.._.._.._.._.._.._.._..-.._ . O STEPS ARE TO BE _= p _�"• 6. NO EXISTING DRAINAGE STRUCTURES. PROPOSED DRAINAGE j I COPOLYMER -'7ITI� BIO-KINETIC®SYSTEM MOUNTING pe DEBRIS LINE _ '�►., COVED MANHOLE POLYPROPYLENE COATED 1�I�L� -� T' ` � • `• STRUCTURES TO HAVE 20FT SEPARATION 70 SEPTIC. -- PRETREATMENT CHAMBER _ CASTING AND COVER ° GROIN `�` - - -- ---- - `� 7. THE NORWECO SINGULAIR MODEL TNT TANK SHALL BE: `�- 1/2" STEEL BARS ® ------ �-a- _- • - GASKETED DISCHARGE • REINFORCED PER ACI STD. 318 SINGULAIR AERATOR, ALTERNATE INLET LOCATION FINAL CLARIFICATION CHAMBER ZONE VE EL. T _► 256. $ M 12" O.C. -- FLANGE ASSEMBLY � � - - - -.._.._. _. _ _ II •.. 07 �N yrcy WATER = AS TESTED AND ACCEPTED BY NSF, OPERATING 60 MINUTES ON / 60 PLAN VIEW _ _- - •• _ _ ... - EL• O.gq MINUTES OFF PLAN VIEW NORW_ECO FRESH AIR VENTASSEMBLY OPTIONAL BLUE CRYSTAL® i LINE _ - _ _ GROIN JOINT SEALANT TO BE � CHLORINATION SYSTEM SINGULAIR®TANK OUTLET COUPLING BULKHEAD 2 X ZONE X - �- 1' �''�� - STEP ,"' - - - T INLET INVERT TO OUTLET INVERT IS FOUR INCHES. INLET INVERT IS _ , TO4"DIAMETER EFFLUENT LINE 4.4 -- I _._ _ ?• w S TWELVE INCHES BELOW TANK 70P. I 1 ' BUTYL RUBBER FOR SINGULAIR°'AERATOR - ON DEEPER INSTALLATIONS, PRECAST RISERS MUST BE USED TO �i ALL JOINTS (SEE NOTE 1) OPTIONAL BIO-NEUTRALIZER• �, + - EXTEND AERATOR MOUNTING CASTING AND BIO-KINETIC SYSTEM MOUNTING DECHLORINATION SYSTEM BIO-KINETIC®SYSTEM DISCHARGE DETAIL 4' X • SHORELINE OF CASTING TO GRADE. INSPECTION COVER ON PRETREATMENT CHAMBER AERATOR MOUNTING CASTING I g' '�� -- PROVIDE NON-SHRINKING 3.6 -70E OF 13LUF i LANDING •• 1: .. MUST BE DEVELOPED TO WITHIN TWELVE INCHES OF GRADE. UNDERGROUND Powell suPPLV ENTRANCE BIO-KINETIC°SYSTEM MOUNTING X --- _-_ i___"_�______- -_ --- -- I `�•.� 5/16/18 CONCRETE INVERT FORMED MAST JOINT SEALANT SEE AERATOR MOUNTING AND INSTALLATION BIO-KINETIC®SYSTEM CASTING AND COVER • - REMOVABLE COVERS ON RISERS WEIGH IN EXCESS OF SEVENTY-FIVE TO AT LEAST DETAIL DRAWING) MOUNTING CASTING --- 1 -------/--i-- ------------____ 7.6X POUNDS EACH TO PREVENT UNAUTHORIZED ACCESS. THREE-QUARTERS I - CONTACT ROMAN STONE CONSTRUCTION CO, THE LOCAL LICENSED OF THE DIAMETER OF THE - BID-KINETIC®SYSTEM LOCKING wcs GROUT OR SINGULAIR DISTRIBUTOR FOR ELECTRICAL REQUIREMENTS. a- APPROVED SEALANT OR / -- SYNTHETIC SEAL FOR TRAFFIC H2O LOAD CONDITIONS, THE FLOOR AND TOP OF TANK PIPE SEALING DEVICE D•-3" SHALL BE THICKENED AND REINFORCED WITH COVERS TO GRADE - _ '• `�-_--•/--- - _ - c _ .. _-- SOLVENT WELD - -EXISTING - 8. THE PROPOSED SANITARY SYSTEM WILL VENT THROUGH THE HOUSE STACK. 8 CAST IN PLACE FLEXIBLE 1'0" 1 1,-D. Q 1,4. CONNECTION RUBBER SLEEVE WITH - - 4 4"DIAMETER EFFLUENT LINE 6'-0" j STEpS STAIRWAY TO WIDE I EACt4 48" I.D. - -STAINLESS STEEL STRAPS 3" 4" fn" OR FLEXIBLE RUBBER I TYPICAL ACCESS/ JUNCTION MANHOLE eo0r Z. CASTING PICK-UP r GROOVE,TYPICAL X 8' PROPOSED SANITARY SYSTEM DESIGN: (NOT TO SCALE) 4-6 LANDING � n r • - SINGULAIR®BID-KINETIC• DESIGN IS BASED ON 2 BEDROOM SYSTEM, SINGLE FAMILY 1. ALL MANHOLE SECTIONS SHALL CONFORM TO A.S.T.M. C-478, LATEST REVISION sysTeMOlEDETce { (SEE DETAIL) 60• 60' TREATMENT UNIT SIZING BASED ON 500GPD NORWECO SINGULAIR MODEL STANDARD SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE M.H. SECTIONS. �J�: " 60 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3, OR 4' HEIGHTS, AS REQUIRED. u'-6" BID-KINETIC®SYSTEM I PRETREATMENT CHAMBER TNT DISTRIBUTED BY ROMAN STONE CONSTRUCTION CO, BAYSHORE, NY 3. LOADING TO CONFORM TO AASHTO H-20 LOADING. -- - _ ---- 0-3" I LOW PROFILE SINGULAIR BIO-KINETIC WASTEWATER TREATMENT 4. ALL CONCRETE IS TO MEET 4000 PSI AT 28 DAY SET. SYSTEM, MODEL 500GPD (BASIC UNIT) - FINAL CLARIFICATION CHAMBER 5. OUTLET PIPE TO BE SET 0.1 MINIMUM BELOW INLET PIPES. SUBMERGED TRANSFER PORT CAST-IN-PLACE AERATION ----- - OUTLET END VIEW I GRAVITY SYSTEM - WITH CIRCULATORS AND FILTERS CHAMBER TRANSFER PORT t STEPS 6. THE MAXIMUM CHANGE IN ELEVATION BETWEEN INLET AND OUTLET INVERT(S) TREATMENT UNIT: 1.300 GALLON RECTANGULAR. 3 CHAMBER PRECAST I i SHALL BE NO GREATER THAN 2 FEET. I - USE (1) B' DIA• X 12' DEEP CESSPOOL EXTENDED AERATION CHAMBER SECTION A-A BIO-STATIC•SLUDGE RETURN NOTE:TOTAL SYSTEM CAPACITY: 1,300 GALLONS I RATED CAPACITY.600 GALLONS PER DAV -- _. •.__: .. j \ `.\ \,,''' \I Ai�E.,\ ,"`� �-� - ALL CESSPOOL COVERS SHALL BE 70 GRADE WITH MODEL TNT 500 600 G P.D. I- \- i 4' X 4' HEAVY DUN LOCKING CAST IRON COVERS 4" SCH 40 PIPE AND CAP \�T NORtiYECO SINGULAIR TN \ �. �� ...; ,\ `-, i- i DING kFACE GRADE T�� .,�r �F , F �, \ \ c�N T TREATMENT UNIT c i. \ \ \ STAKE I- 4" \ \ \\. I o GROUND I NOT TO SCALE , N sl -\ 4" SCH 40 11.25' BEND \ \ \ S.AKE (TYP of 4) CAST IRON FRAME & 1. \i" \: `' ., J` ` \ \ \I'`c \ STAKE. \' 4"SCH 40 PIPE \' \ �•' �� \`\ \ \ COVER, TO GRADE . rr % , • I ' . '. '' �'✓ _ W(D' �_ __'�:.��_::_., PROPOSE `. ,, \ , .,._ ... _- �'\ '', , QP , \ L: L"�:`-�-. ..-, 1. \ R .0 ^-� S ED' � , X - - \ , 1 Exisr -� I jJpN=T 13OF I \\ x� `\\ y�\ ` HOUSE _... /N( \, \\ URF ♦ `\` \ STAKE 1 PAT! �' ST � ..\ FINISHED GRADE \ BASEMENT FLOOR PIPE To MON i ON GRA EDrp 1 Qj =- - = -"'._i_.� __• = - -�- - -- --; 1``\ \\�\ ` ` `� \\j\ �, \\\ BE RF_A9 I N SOUTH WING FLUENT PIPING 1' MINIMUM CLEAN LEACHING EIEID 2' MAXIMUM PROPOSED FL. EL.: 41-2 EkoM TREATMENT TANK rn ANDSCAPE BE4 1 I -__ our 4" SCH 40 TEE INLET, MIN. 4" Dia. CLASS 2,400 y PROP. { \=' _:,\\`\ \� TRAFFIC BEARING SLAB I In 1 - \ \ ', \� INV. Et PIPE OR APPROVED PIPE, PITCHED STOPPER. OR SLATE OR OTHER STOPPER OR 4 ---= EFFLUENT SAMPLING PORT " END PLUG � --END PLUG =35.94 SUITABLE COVER--,� 1 1 �I '°,P ® 1/8 PER FOOT MINIMUM-�.- • _,,----SUITABLE _ 1 (0 < - '"� O,p BASEMENT FLOOR NOT TO SCALE �� 1 T� - I NORTH WING 1 O 1 0 w r w -d = PROPOSED FL. EL.: 41.2 o I w I ��- - Gy MANHOLE I 0,0A C� I� 1 Z - SEWER PIPE \ _ I PRECAST � i O W FINISHED GRADE EL. = 37.50 SAMPLING I o LEACHING 3 - N 45 ELBOWS30-ELB ( � 1 EXIST. 1 r �� E ro m LEAN / PORT DISTRIBUTION I /O , RINGS I� MINIMUM i Q APnunrEniaNCEs°-0 :"' PROPOSED Z our Box 1 DEh10LISNED BE /ROOF �i ° w Q BACKFILL MATERIAL TO BE 0(/" , 2.5'MAX FINISHED GRADE EL. = 36.00 �- O noo i = wL � --; -----.--_1 --,,,, fi'EA70VEp �� ROOF F 1 (1 1 'p z Z (//f 45-ELBOWS--k -t J OVE \ a 1 4" 60-WYE _ I E 1 W LK i - 40.2 I RHANG_ i \DW / `o R w / FER I7. MIN. CLEAN SAND & GRAVEL n, O PITCH 2.5'MAX 0 ~ PROP 4 Clot 125 4' o 3O O C7 C� 0 o I C7 ALTERNATE 'A' ALTERNATE 'B' Vf 7 I Q g =35.41 INV. EL INV. El. 1 O I W ,,, Q 0 CLEC OVERED -DE �„ L 51.0 , � =34.89 INv EL Irrv. EL I Q � C_-� �_ � I = CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICLE TRAFFIC Q CESSPOOL i (/ ) IN ALL VIEWS, ALTERNATE 'A' IS FOR BENDS, 1 % METE C. UNITS 116.6 =3479 1,300 GAL. NORWECO =34.46 =3q,41 wv. .1 1 vvv f z Q NN r _ 25.2' ,. SINGULAIR TNT =3EL 417 t oft 1 ' 0 Z 3 �` a,• O.7, . 4'. 5' ® 500 600 INV. EL ) 12 o -� L� �7 L� -1 O� I ALTERNATE 'B' IS FOR USE WITH BLDG. EXTENSION/CONNECTION a L5.7' �.: 2 .4- 4� g 34. P12 / M i 01�F I I �" I ,� "�� ,T�A 1 0 -I- - E CHED ;• 1 ®Xaa ��- 48 o TREATMENT UNIT _34.2, EL 22.,7 ; CLEAN-OUT DETAIL d1 n I ( I ] / --L__ 1 STORY HOUS Cl�RPORT 4.5' EFFECTIVE DEPTH I-- S' DIAMETER -I I O� r --P-RO�.. e n n� 1 GARE3AGE { Lr I"-- 8 DIAMETER - "� 3 MIN. ABOVE o = -• 53./'�- ROOF .DECK V� -� 2 BEDROOMS I EL 51.0..� j BINS ` ��j! o 1 �I OVER - ( "' _" 1 W GROUNDWATER NOT TO SCALE G 2'MIN t �� 51 .7 AREAWA4; ( GROUNDWATER o 1 N } EXISTING `F�E' _ r� a - ti 3 a I �! 1�1:STORY �{ y C� 1(n I ' H !G� EXISTING_VEGIIATLOAI-� 01.6' O o = z � ? o I O i / 4', DIAMETER C _`` �J \�___ _�" TM= �� 24.5' �. .- HIGHEST EXPECTED GROUNDWATER EL. 11.74 AS PER TYPICAL CESSPOOL DETAIL i BRICK \q �j� /' CEJ MONITORING WELLS 53324.1 ON MAY 26, 2010 48'/ CESSP00 U' l (' ON ALVAH'S LANE, NEAR MIDDLE ROAD NOT TO SCALE TO tiE. REMOVED 35.2' OVERHANG `OA �� { �` PROJECT PROPOSED PROFILE THROUGH PROPOSED SANITARY SYSTEM TEST O DISTRIBUTION BOX ti' v EL 51.5 CLE UT i 125.4'- NOT TO SCALE �„ �,.� f POLYLOK 20" D-BOX WITH LOCKING a f /:HOLE B - s 9S f �� %� LIMITING a I COVER AND EXTENSIONS TO GRADE LL:C: Et LCOVERED DECK _ -- _--�--- ' � `'.s � '` r ,:'' _ Z POLYLOK 20" D-BOX BOX PARTS: -- - L Y';1,r v f i-� c, 1 J. :--• FENCE � +%. PART N0. 3017-20 HEAVY COVER PART N0.-3017-C20 �•,, I CLEAN-OUT - / y MATERIAL. - HDPE 6" TALL RISER PART NO. 3009 /.L " �1P j O / o �� Y __� y MAIN 12" TALL RISER PART NO. 3009-R12 - �I -- 1VEWA a GROUND EL. ±43.5 DISTRIBUTION SANITARY =i6!` _ C< - -- 1 t /-.- -..�t\- P rrl il; -� .,;:�.�;;.:;.,. p VES GENERAL NOTES: PANEL _ a rn I �� t'jR t BROWN SILK Fes.��_ y'I /- I m A ROOF ` V10U5 A D'! 3' SM PANEL OUTLET PIPES ENDTCAPSVLEVOLYRS �j3049 W M >CO�� I ER s.ry°""" - n 1. DATUM IS N.A.V.D. OF 1988. SPOT ELEVATIONS AND CONTOURS SAND --- ARE BASED ON PHOTOGRAMMETRY BY GEOMAPS INTERNATIONAL, TERAL t � (n - '--rj �� a 26 FINISH GRADE p (� ! < i t�D 11-E; Lr DATED APRIL 22, 2018. PALE BROWN zoAMP E 500 GALLON '- �- c.�L A ( 20' SP FINE SAND _ . l t d, �$-- t� ,1 , ,� ,zADE. fi G e f� _ 100' SETBACK FROM TOP OF BLUFF 2. AREAS OF TAX MAP PARCEL: Y,1 '-:�I O I :`� STAIRS ;•^-L��, E r1U; / LISTING IticEiGEfATION r �- 1�- NORWECO • I EXISTING VEGETATION GD �- 1 y o e; SPIGOT SCTM 1000-119-1-13.1= 53,161 S.F. 1.220 ACRE 4" PVC SCH " PIPE AND FITTINGS N -. I _ S. "i � �•.... ---- ( ) 500 G.P.D. OTHERS) 1/4" PITCH TO DISTRIBUTION BOX WATE.Ic 3. UTILITY LEGEND: ' SCHEMATIC TNT SEPTIC TAN f7 , �� D9 ; T N TEST HOLE DATA B 1 jJd _ 4 100.00 RI' R. & GU . ETERS & _ __ - GAS SERVICE G {r � �'- N 1 - _. _ _:- I NOT TO SCALE ELECTRICAL DIAGRAM DISTRIBUTION BOX z p , I. - - _ - - _ 23 €.. l - _ -W- - ._. _ _ 1 ._ VACS= WATER SERVICE N -W - u _ NO WATER ENCOUNTERED. NOT TO SCALE I' !� RO POLE 2 _ _ +-- --" ELECTRIC SERVICE --E------------E-------- NOT TO SCALE _ TER W >C TELEPHONE/ COMMUNICATIONS T T TEST HOLE BY MCDONALD GEOSCIENCE I M TER PROP. 3'- � � DUG: JANUARY 25, 2019 1 6754!00"W ROA GUY I � __,_ _ _RETAINIPIG�`�'L�-s S�j'r"i'�u 47.6 (UTILITIES FLAGGED BY OTHERS.) j j i1 4. TREE LEGEND: -MAX- CENTER TO CENTER 10'_ MAIN J - - - PERVIOUS GRAVEL ROAD) FENCE POST M01 / /� pOLE WIT R{SER EXISTIN� 'MATER_ �' ( _ - _ - - - - - - FLAGGED SIGNIFICANT TREE (THOMAS MUSE) -- Q WOVEN WIRE FENCE, MIN, 14.5 GAUGE, MON \ 5. PROPOSED SITE IMPROVEMENTS SHOWN AS PER PLANS PREPARED wovLN WIRE FENCE, MAX. s" MESH SPACING - MIN. 14.5 GAUGE, BY FARUK YORGANCIOGLU, ARCHITECT. `MAX. 6" MESH SPACING rENCE POST, TYPICAL ;v 6. STRUCTURES ON ADJACE14T PARCELS ARE SHOWN AS PER LOT COVERAGE TABLE AS PER ARCHITECT DRIVEN MIN. ,6" INTO GROUND FILTER FABRIC-� z OFFICE RECORDS AND AERIAL PHOTOGRAPHS. N `\ ZONING AREA: R-40 RESIDENTIAL COMPACTED SOIL10 y �'~ \ 7. PUBLIC WATER IS AVAILABLE IN THE R.O.W. OF SMITH ROAD. BUILDABLE LAND: 30,171 S.F. N -Y& PROP. I/A SANITARY SYSTEM EXISTING GROUND UNDISTURBI D p S(0 sTs�o ?�� \ 8. THE EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED MAXIMUM ALLOWABLE LOT COVERAGE: 30,171 X 20% = 6,034 S.F. FLOW cRouND 500GPD NORWECO SINGULAIR HEIGHT of �F�4�tiT , CLEAN AND BACKFILLED WITH CLEAN SAND, AND / OR REMOVED AREA WITHIN PROJECT LIMITING FENCE: 21,974 SF. < 43,560 S.F. (1 ACRE) cRourvD FILTER FABRIC �., F 6' �yOT \\ IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. SURFACE 15" MIN' .I TREATMENT UNIT AND --__ 4'sioT'�Ts� tiLFs�°A (1) 8' DIA. X 12' DEEP CESSPOOL now or formerly: < FILTER FABRIC �IL.1l z 9. EXISTING SITE IMPROVEMENTS (SUCH AS HOUSE, PATIO, DRIVE, I II= EOG of �0 Mq/C �stio��tia��F %coo CLEAN-OUTS, MANHOLE, SAMPLING JOHN & JANE INGRILLI \ `� WALKS, ETC.) SHALL BE REMOVED PRIOR TO THE CONSTRUCTION EXISTING LOT COVERAGE: - n FILTER FABRIC T \ OF THE PROPOSED SITE IMPROVEMENTS. HABITABLE DWELLING WITH PORCH LIVABLE FLOOR AREA 1,856 S.F. p��FtijFN e°IFS ��' *- 41 O`�`cNj �p��p UNIT ELEC. PANEL & DISTRIBUTION BOX ( )- o Mw. 6" INTO GROUND ' (HOUSE WITH PUBLIC WATER) X \ 10. THERE ARE NO KNOWN tiVELLS WITHIN 150' OF THE PROPOSED OPEN DECKS = 398 S.F. PERSPECTIVE VIEW F�� !;' -{ 4" L- X �G �< <x2GCT (LOC. OF FUTURE CP SHOWN.) \ xp�o'Tx O C'p�79C� ��G 4 CESSPOOLS. EXISTING LOT COVERAGE= 2,254 S.F. < 6,034 ALLOWED CONSTRUCTION NOTES FOR TEMPo(zARY-_SILT FENCE wn-H STRAW BaLFs SECTION Gy 'tiGFL��FR r�ic2��G'�SF�i p0'�ssy KEY �S;�PG� 36 gX 42 ` 11 FLOOD HOOD AZARD MAPSNE PREPAREDBY F.E.MA.IES ARE TAKEN FROM PDATUMNANAVDRY IGI 88 ITAL PERCENT LOT COVERAGE= 2,254/ 30,171 = 7.5% < 20% ALLOWED 1. WOVEN WIRE FENCE To BE FASTENED TO FENCE POSTS WITH WIRE TIES OR STAPLES. QRS O,y O� F�tis Oj2 GPS \ L - 2. THE FILTER FABRIC SHALL BE FASTENED SECURELY TO THE WOVEN WIRE FENCE WITH -IIES SPACED EVERY 24" AT THE TOP EXISTING 1 STORY HOUSE F.I.R.M. PANEL= 36103CO506H AND THE MID SECTION. PROPOSED TO BE DEMOLISHED L \ / 12. NEIGHBORING WELL AND CESSPOOL LOCATIONS ARE SHOWN PROPOSED LOT COVERAGE. 'BULGES' --__-_----- -' 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY 6" AND FOLDED. �r = 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL SHALL BE REMOVED WHEN EVELOP }N THE,SILf +EIdCEpI r ,t.\J• �'Lj�ti• I j 1 r \ AS PER OFFICE RECORDS, AND SHOULD BE VERIFIED IN THE 5. POSTS: STEEL, EITHER 'T' OR UD' TYPE OR 2" HARDWOOD PROP. FINISHED GRADE x EL 51.0 \ FIELD PRIOR TO CONSTRUCTION. HABITABLE DWELLING (LIVABLE FLOOR AREA) 2,045 S.F. FENCE: WOVEN WIRE, 14,5 GAUGE, 6" MAX. MESH OPENING COVERED DECKS= 1,663 S.F. FILTER FABRIC: FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUAL 13. PROPOSED BASEMENT FLOOR CONTAINS STORAGE AREA AND I' EXISTING CONTOURS \ CARPORT= 562 S.F. PREFABRICATED UNIT: GEOFAB, ENVIROFENCE OR APPROVED EQUAL +' MECHANICAL SPACE, ALONG WITH OUTDOOR SPACE. AREA UNDER OVERHANG (NO STRUCTURE BELOW) = 659 S.F. ` mf^or,KInAITERATIONORADDITIONT0 PROPOSED NEW CONTOURS 40 �� \ 14. THE EXISTING HOUSE IS SERVED BY PUBLIC WATER. NOV 3 0 2020 o \ PROPOSED LOT COVERAGE= 4,929 S.F. < 6,034 ALLOWED PROJECT LIMITING SILT FENCE DETAIL "WARINGALICENSED LAND 15. EXISTING SANITARY SYSTEM IS SHOWN AS PER OFFICE NOT TO SCALE I S,11.IS A VIOLATION OF SECTION I PERCENT LOT COVERAGE= 4,929/ 30,171 = 16.3% < 20% ALLOWED CION 2,OF THE NEW YORK ;- /0�� s�� \ RECORDS, AS PER OTHERS. - -' PROPOSED HOUSE rnrlL'r'TKISSURVEYMAP NOT BEARING THE ��Fs� �� 16. SEE DEMOLITION AND CLEARING MAP OF PROPERTY FOR DEMOLITION ,-- �_.__. I A!'r)F1'RVEY,R'S GREEN INKED SEAL OR EMBOSSED s n_s1+ALL NOT BE CONSIDERED TO BE AND CLEARING INFORMATION. REVISED: AUGUST 17, 2020 (AS PER EN-CONSULTANTS) �� H+tFCorY. PROPOSED DECK & CARPORT REVISED: JULY 8, 2020 LINE WEIGHT & COLOR ( ]SSU VFYW SPREPAREDI ACCORIFYTNAT p 17. EXISTING 4' DIAMETER BRICK CESSPOOLS (CP) ARE SHOWN. 'POSED MAP OF PROPERTY REVISED: JULY 6, 2020 (VEG. LIMIT) ) I IE EXISTING CODE OFPRAC IN FOR LAND SURVEYS i TIEExIsnNscoDEOFPRAcncEFORLArIDsuavevs PROPOSED 3,685 S.F. NON-TURF'�`�-��- �,- ';'��-� \ 18. NO EXISTING DRYwELLS WERE FOUND. DRAINAGE CALCULATIONS: STORM DRAINAGE DESIGN FOR A OPTED BY THE NEW YORK STATE ASSOCIATION OF \\ REVISED: JUNE 25, 2020 (KEY & BUFFER AREA) \ ` \.\ \ 19. ALL AREAS CHARACTERIZED AS BLUFF ARE SO CHARACTERIZED 1. ROOF RUNOFF 1. EXISTING PAVEMENT ELEVATIONS WILL BE MAINTAINED AT NASSAU POINT ROAD. OFESSIONALLANDSURVEYORS.SAIDCERTIFIGAnaNs BUFFER AREA; SEE BUFFER \`, \ \ glnIL RUN ONLYIO THE PERSON FOR WHOM THE ,``, BASED ON MATHEMATICAL DETERMINATION THAT THE BLUFF SLOPE PROPOSED HOUSE ROOF MEASURES 5,003 S.F. REVISED: JUNE 5, 2020 (KEY) gjPVEYISPREPARED AND ONHIS BEHALF TOTHE LANDSCAPE PLAN BY OTHERS �___- _\,_\�._ 2. PROPOSED PERVIOUS DRIVEWAY SHALL PROVIDE SMOOTH TRANSITIONS TO ALISON M. BYERS REVISED: MAY 29, 2020 (EXIST. & PROP. CLEARING LIMITS) TI'VLEComIANV.GOVERNMENTAL AGENCY AND LENDING IS 20% OR GREATER, AND THE DIFFERENCE IN CONTINUOUS HEIGHT REQUIRED: 5,003 S.F. X 2" RAIN = 833.8 C.F. EXISTING (PERVIOUS GRAVEL) SMITH ROAD. IPV�TITUTION LISTED HCR(ON,AND TO THE ASSIGNEE'S / REVISED: MARCH 27, 2020 (PROP. SITE IMPROVEMENTS) Of THE Lolf,'NGINSTITUTION CERTIFICATIONSARENOT PROPOSED PROJECT LIMITING BETWEEN THE BOTTOM OF BL-UFF AND TOP OF BLUFF IS EQUAL 833.8 C.F. OF STORAGE REQUIRED TRA"SfERARI E TO ADDITIONAL INSTITUTIONS OR FENCE 3. PIPING BETWEEN DRAINAGE STRUCTURES SHALL B " _ TO OR GREATER THAN 20 FELT. USE: (3) 8'DIA X 7'DEEP DRYWELLS DOUBLE WALL HDPE PIPE. SITUATE REVISED: MARCH 19, 2020 (AS PER ARCH. REVIEW) gn}SQI;ENTnWNER C,LAND AREA= 21,747 S.F. <43,560 S.F. (1 ACRE) REVISED: JANUARY 31, 2020 (FEMA & CONTOUR INTERVALS) i x0 S(� 20. "BUILDABLE LAND" AREA LANDWARD OF THE TOP OF BLUFF LINE 887.0 C.F. OF STORAGE PROVIDED 4. ROOF LEADERS SHALL BE DIRECTLY CONNECTED 0 LEACHIy�P�1�R �EB�7 NASSAU POINT ` cb `�� -s 9GF EDGE OF EXISTING CLEARING; ±19,450 S.F. AS MEASURES 30,171 S.F. 2 SHALCOVEL E 4DFLOOROOR RDR DRAIEA (IN NS, O REVISED: JANUARY 24, 2020 (UTILITIES) o op �, BOARD OF r r\USTEES TOWN OF SOUTHOLD REVISED: JANUARY 16, 2020 (PROP. SITE IMPROVEMENTS) APPROXIMATED FROM GEO-MAPS PHOTOGRAMMETRY 21. SOLAR COLLECTORS ARE PROPOSED ON ROOF DECKS. SEE PIPED TO A DRYWELL. (THESE DRAINS REVISED: JANUARY 10, 2020 (POLE & TREE LOC.; MANUAL * �: 19,450 / 53,161 = 36.6% EXISTING CLEARING ARCHITECT'S PLANS FOR ADDITIONAL INFORMATION. COLLECT INCIDENTAL WATER, RAIN OR TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK / •r s%' 22. CUT AND FILL CALCULATIONS: SNOW.) PROPOSED DRYWELL, LABELLED , STAKEOUT OF TOP OF BLUFF LINE) ,ice a EDGE OF PROPOSED NEW CLEARING 'COA', IS 8' DIAMETER X 7' DEEP. REVISED: SEPTEMBER 7 2018 (AS PER ARCHITECT) ` APPROXIMATELY 187 C.Y. CLEAN SAND/ LOAM TO BE TRUCKED IN REQUIRED: 2600 S.F. X 60% X 2" RAIN = DATE �JENUA'12 20 20 ' 'i-No.49 `�� PROPOSED AREA OF NEW CLEARING FROM AN APPROVED SOURCE. 260.0 C.F. OF STORAGE REQUIRED zi SURVEYED: MAY 16, 2018 yOJthe State = ±5,390 S.F. SEE PROPOSED DEMOLITION AND 23. PROJECT LIMITING FENCE AREA = 21,747 S.F.< 43,560 S.F. (1 ACRE) USE: (1) B'DIA X 7'DEEP DRYWELL ROBERT A. SMITH, L.S. 49239 CLEARING MAP OF PROPERTY BY SHW&S SURVEYORS _ S. H. W. and S., LAND SURVEYORS; P.C. LAST REVISED JULY 8, 2020 295.7 C.F. OF STORAGE PROVIDED SCALE: 1" = 20' PROPOSED TOTAL CLEARED AREA = 3. PROP. DRIVEWAY WATERSHED I SQUIRES, HOLDEN, TIEISENBACHER & SMITH 19,450 + 5,390 S.F. = 24,840 S.F. REQUIRED: 2256 S.F. X 60% X X 2" RAIN = --"- - --`-"- 20 0 20 40 60 LAND SURVEYING N LAND PLANNING N ENGINEERING 24,840 / 53,161 = 46.7%PROPOSED TOTAL CLEARING 225.6 C.F. OF STORAGE REQUIRED USE: (1) 8'DIA X 7'DEEP DRYWELL EDWARD P. ARMUS, P.E. No. 84106 SOUTHAMPTON N NEW YORK 295.7 C.F. OF STORAGE PROVIDED GRAPHIC SCALE: 1"=20' LABEL: DWY DW 15370-13.1-prop-20.dwq B 857 P 99-101,114 i JOB No. 15370 N C13011 SUFFOLK COUNTY TAX MAP DISTRICT 1000 LITTLE PECONIC BAY SECTION 119.00 S 02-39s 23vP W J BLOCK 01.00 PARCEL 013.001 — ui — — `n DEBRIS LINE GROIN — -,"",Y+b„ A`+#gwrFF�pN+✓qnr.J<'M1S'.'§ ',P:Po65M1.arlrr�'E,7k&i+1Y;4k`.�Ni6, AQMti'.A> 'drM�YJ.dk :1tA*aky,LTt'r'N`k,%:."@'fo'A,°dfl4.0^m'G#,f ,�, «n - ZONE VE (EL. 12) �� - - 256 I 0 ' 7 BULKHEAD 4—\ + _ 1 SrEPs ^ ZONE �. GROIN SHORELINE OF � TOE OF BLUFF LANDING �� .. — l — — - - - - -- �S/16/"18 #WmW .t^irsx'ra=„. , - 7.6 y - STEPS EXISTING _J' WIDE I ",Wm TIMBER BEACH STAIRS f) .di" '3u.-reNroSh'd'GEFY,xk"FA,Yf1a3A' `,AA,e r.' a hv:u6 i.'y�., *. __ 1- on~NW STI NG I STEPS P hV77 \\1 \ \ \ . \\ �1T7NG 7\\\ �\ � U'l WT\ A I', A, g J �__ \\ \ \ w c AK, PROPOSED VEGETATION ✓ .w A\A yv LA- y� � L r f n I PROPOSED VEGETATION JJ� r� LL �3 Q yt �^ J J Jti LLLLLGETATION M 'i r ��Y� J I 1 PROPOSED V U, I Lj LANDSCAPE BED ^F A t m 1 t Q A .,1P✓v ,.� I ° 7i W — U — ROOF OVERHANG PROPOSED VEGETATION iT� ��L ° o w — — — — ,, � Cn Q j ��4 Z 1� ALL ° o z E 8� 48 / t o z e �� PROPOSED 1 STORY HOUSE o w o 1 �� 4 o EXISTING VEGETATION SCD N u _ I I h bo >.vr �.�k �..,. � _.. , ,' � �� ) h � r- 1 _. '�. _ ' � ��___._ -- ---' �_`-•- .� ,��,,,,,.,, US 0 AVE D I� L`-r RNE w , LANDSCAPE BED �� pERV10 I O " �_ ,w TOP �� ^ vv✓� rnn^nn^ i�d(_ N � j �rT �✓.��✓� r�^�✓` EXISTING VEGETATION —PUL H SPIGOT � ✓ -^�r GUY & 'RISER I, EXISTING VEGETATION _ 7 ��Y„ PROPOSED VEGETATION WATER 100.00 Z _ �P�\° �� v`�v` N 11 17'00" W METERS & �� s J - - VANS T_ � 2 Q `: 149.23 POLE POLE 1 N 16.54'00"W �� X SMITH ROAD & xlsnN, w'A1LIz _ «i.6 MON RISER — — v,P�E\ pOLE WI� W �E� - - - - - - MON S _ � now or formerly: PLA ;F'1FNT OF PROPOSFD S]RUCT r, S —.- _ JOHN & JANE INGRILLI H�AUSn�E,AN' - ES oh�1�#g , FDLBY ENVIRONME TAL CIONDITI( NS - f l- CF O I T1(�N4 ON OPE-SdTECON�ITIONS LACF �qr r T� I f F � OVUNANTS AND RCS`TRI�.TION ' O� i=: I if D � C �I? E TO�/ERIE KATION B ` Y t,OVFRty. 1.f.,1,, �i. 4.,W��wxa�xs- I�l;'v � Q --' j L020 I T _ ALTERATION A NGIA LICOENSDEDILA ATO X FFR LEGEND NOTES Rsf``ION21=YORK 'ION W � N O TE IJ ----f.. ..�.. NE'NFW YORK S �,(ti 1. DATUM IS N.A.V.D. OF 1988. SPOT ELEVATIONS, THlssuabEYMAPNOTBEARINGTB HE �'. , ED BY 'v EDGE OF EXISTING CLEARING vEVDR'SGREeNINxEDSEALo E RossED A CONTOURS AND EXISTING CLEARING ARE BASED ON LNOT eECOIjSIDEREDTOBEAvauD WARD OF 1 RUSTEES � F_ -I EDGE OF PROPOSED NEW CLEARING APRILPHOT022A 20 8RY BOPGOFMBLUFF LAPS ENE AS MANUALLY D a rr cnTlevslND',CATEaPFRONSIGruFvTHATITH ■ to THIS SURVEY WAS PREPARED IN ACCORDANCF W T®qA,7 V �I• S�U�I'�®�® O� - STAKED OUT AND NUMBERED ON LOCATION, DATED THEEXIsnNGCODEOFPRA(;TICE TAFOR ASSOCoSURVEYS f Yv I EDGE OF PROPOSED NEW VEGETATION JANUARY 10, 2020. ADOPTED BY THE NEW YORK'TATE ASSOCIATION OF frI __J PROFESSIONAL LAND SORVEYORS.SAID CERTIFICATIONS 2. AREA OF TAX MAP PARCEL: SPALL RUN ONLY TO THE PERSON FOR WHOM THE DAT �g $ Fti PREPARED AND ON ITIS BFHALF TO THE DATE �/qQ� �� ----- PROPOSED AREA OF NEW VEGETATION SCTM 1000-119-1-13.1= 53,161 S.F. (1.220 ACRE) T nr.v,GovERNMENTALAGENCYANDLENDING --- __�_� L_______ 8,195 S.F. 3. UTILITY LEGEND: ovLISTEDHLrREON,ANDTaTHEON',;A rE;; F Ej,'r.NG INS INTION CERMIr IONS AfII NCS PROPOSED NON—TURF BUFFER AREA TELEPHONE/ COMMUNICATIONS s P,F LE TO ADmTIONAUNsnTUTIONSOR ✓° 3,685 S.F. WATER SERVICE ,,�' SURSEOUEr OWNERS ELECTRIC SERVICE I -- - - - _ _L - - - - -- ____ GAS LINE PROPOSED VEGETATION PROPOSED TOTAL VEGETATED AREA (UTILITIES FLAGGED BY OTHERS.) EXISTING PLUS NEW CLEARING = 24,840 S.F. 4. TREE LEGEND: MAP OF PROPERTY REVISED: AUGUST 17, 2020 (100' SETBACK LINE; EXISTING SERVICES) FLAGGED SIGNIFICANT TREE (THOMAS MUSE) FOR PROPOSED NON—TURF BUFFER = 3,685 S.F. REVISED: JULY 8, 2020 (LINE WEIGHT & COLOR) PROPOSED NEW VEGETATION 8,195 S.F. REVISED: JUNE 25, 2020 (NOTE) TOTAL PROPOSED NEW VEGETATION = 11,880 S.F. GROUND EL. ±43.5 ALISON M. BYERS REVISED: MARCH 27, 2020 (VEGETATION INFO.) 24,840 — 11,880 = 12,960 S.F. REMAINING CLEARING REVISED: MARCH 19, 2020 (CLEARING INFO.) FOR NEW CONSTRUCTION 3' SM BROWN SILTY SAND SITUATE REVISED: JANUARY 31, 2020 (FEMA & CONTOUR INTERVAL) 12,960 / 53,161 = 24.4%• PROPOSED FINAL CLEARING 26. REVISED: JANUARY 24, 2020 (UTILITIES) I 20I' SP PALE BROWN NASSAU POINT 1 1- FINE SAND REVISED: JANUARY 16, 2020 (SCALE) TOWN OF SOUTHOLD REVISED: JANUARY 10, 2020 (POLE & TREE LOC.; MANUAL STAKEOUT OF TOP OF BLUFF LINE) TEST HOLE DATA `B1' SUFFOLK COUNTY, NEW YORK REVISED: SEPTEMBER 7, 2018 (AS PER ARCHITECT) SURVEYED: MAY 16, 2018 NOT O SCALE NO WATER ENCOUNTERED. ROBERT A. SMITH, L.S. 49239 TEST HOLE BY MCDONALD GEOSCIENCE DUG: JANUARY 25, 2019 SCALE: 1 = 20 S. H. W. and S., LAND SURVEYORS P.C. SQUIRES, HOLDEN, WEISENBACHER & SMITH 20 0 20 40 60 LAND SURVEYING — LAND PLANNING — ENGINEERING SOUTHAMPTON — NEW YORK GRAPHIC SCALE: 1"=20' 15370-13.1—veg.dwg B 857 P 99-101,114 Y - r�r r�=NN, s_ x6 f 711� MIMI' , A-9, , r.- a s� � jss4 � r s ".,,,,.re„r-. �+ SJ�►�,.''1/ `p i• _ x �9� Glenn Goldsn_, 'r; nt o�OSUFFO( Town Hall Annex Michael.i: u6mino �� 54375 Route 25 John M. Bredemeyer III co y z P.O.Box 1179 A.Nicholas Krupski 1�_ Southold,NY 11971 Greg Williams � p�r Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: AQ Completed in field by: En-Consultants on behalf of ALISON M. BYERS, c/o ALISON M. BYERS, PsyD, VP requests a Wetland Permit to demolish existing one-story, 2,254 dwelling structure located 28.6' from top of bluff and patio located 15' from top of bluff; construct one-story 4,929sq.ft. single family dwelling structure consisting of 2,045sq.ft. habitable dwelling with 18.7'x22' roof deck above, 562sq.ft. carport, 1,663sq.ft. covered decks, and 659sq.ft. roof overhang with no structure beneath, located a minimum of 50' from top of bluff; install pervious gravel driveway and parking area; S wide landscape steps to dwelling; 3' high landscape retaining walls; landscape beds; and 4' wide earthen pathways, including path to existing bluff stairway; remove existing nonconforming septic system located 71' from top of bluff and install new I/A OWTS sanitary system more than 100' from top of bluff; relocated public water service and install underground electric service; install storm-water drainage system; clear approximately 5,390sq.ft. of existing vegetation for new construction, and revegetate approximately 8,195sq.ft. area (all more than 15' from top of bluff); truck in approximately 187 cubic yards clean fill from an approved upland source to achieve proposed grades; and establish and perpetually maintain a 3,685sq.ft. non-turf buffer within 15' of top of bluff(remove existing invasive vegetation/add native vegetation). Located: 10075 Nassau Point Road, Cutchogue. SCTM# 1000-119-1-13.1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet }� TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Noticeof Hearing Card Posted: Y / N ZCh. 275 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: - � ►s MbVIN Doe, yicl,h AASYS I have read & acknowledged the foregoing Trustees comments: Agent/Owner: / Present were: J. Bredemeyer M. Domino ✓G. Goldsmith N. Krupski N G. Williams Other JOB No. 15370 N C13011 SUFFOLK COUNTY TAX MAP DISTRICT 1000 S �2°39LITTLE P E C ONIC BAY SECTION 119.00 23" WJ BLOCK 01.00 PARCEL 013.001 4 ?�.,s ,e•.c.,. �s°k`.ER'Yiw:k4da.tAN:S;; .:. __ 0ui Z Ln N DEBRIS LINE_ - GROIN �. „ HwM aW yap- e ,A,r Ak 1Y " 1,R. K9t .• Ri k4Y k6.pdWE+�";p4aaNt ,"a«alrYaF ZONE VE (EL. _ 256.0;7, 6 ;..,. r 12) �� 2S .0 7 DEB BULKHEAD . 4; ZONE X - _ _ srEPs GROIN •..°._ SHORELINE OF ' I' TOE OF BLUFF LA - NDING I 5/16/18 STEPS EXISTING _3' WIDE _ E TIMBER BEACH STAIRS t� ` _ t_ I " °, a LA NDING Y.>IW�.111--11 .. S:,S...i .N5Nu,+s". - I- � SS:d�t1!v°AMJ; i7 A`'Pn)a'a•h.,9t i STEPS �iE�\\\� . \ \ \ ., LANDI\ . i\'\`1' \ \ \\ \ \\ \ i\\�\\\`\\ \ `\ \I\ •i \i \\ A�:\ \ \i >_ �_` _ , _\1- \ `�• \ \ \ \ �\ ROPOSED 15 I�Vldf\, M1 fi ei so 6 '`; vV. `` N9vN, TURF` BUFFE v 1' \ A PROPOSED VEGETATION �✓ w� L'`�A \V V�V V 'ivV' R�\VVi! �J�� i \ AA� VAi i� v Sv' STAE \l VA- W ✓e ti� PROPOSED VEGETATION �rij �JI �T �� LL L PROPOSED V M J f j LL GETATION �n Q 1 j j L LANDSCAPE BED �� 1'w�w 4 Errs PI rI LTT i LL, m z _ 1 =np, ° � Q �„�/`✓vim/`✓vwv -. -.,:`F„3„ o-A,'%a`.>v`x+IRr `+-- W d — — — - PROPOSED VEGETATION l� �`� I z ,r ROOF OVERHANG o oz Lj z —� E1 af Q Q o � �8 � �� LLT o z- PROPOSED 1 STORY HOUSE I z, u w Q / EXISTING VEGETATION N w , �' �t � I J r r �� LC 00 . SS < I t ' w x . NE ` OU GRAVE pR LANDSCAPE BED e c ) VI S LIJ k dX w C pER a, 1 "N .,.,�,,..it�,..r�,3.:..a,f•,r.l�ra .vw✓..v� � �'�a—�_rr fINC r� � I i-' � '"'✓`^^^^^�✓.,^�✓.,^^! EXISTING VEGETATION -"Ft�L H bo ", ��✓� > �i ^�✓ ^> ^�✓ SPIGOT — I� EXISTING VEGETATION 7 ; Tf�� ^^^^°�^ GUY & RISER 7 PROPOSED VELE-ATION WATER ZP `� ��, N 11°17'00" W 100.00 MITERS & VALVES _.-- 149.2 POLE 2 _- 1 °5400"w SMITH ROAD Po N 16 Jnr I O MON RISER POLE WITH MON now or formerly: PLA„FP.9ENTOF PROPOSED STRU _ Ir " HN & JANE INGRILLI I H* iSi 1�ON 1 Y ENVIRONMENTAL SUBJECT EIS T O LI 17A DN Slid\°•I^J �, JOHN AY 3E SUBJECT l0 L.IMITA7K N,, n; D T1ONS 6N ITE, AND OFF-SII TECONDITIONS. E ASHRn, PI7 1 I , GV'-NAN>-S AND RF 'TRI'.TIONS, OF [' t ! �F p rTO v;E RII IL T!L �I - EY( O , i-020 I i ^{t 1 ALTERATION OR ADDITION TO OMLAND FER �R'S�'`"�L ISA\40APNG LICENSED F*CUON 42.4 ORS LEGEND NOTES 1' _-_.� '.,i ION'OfTf� YORK o ,l vs t EDGE OF EXISTING CLEARING 1. DATUM IS N.A,V.D. OF 1988. SPOT ELEVATIONS, sLd SURVEYMAPNOTREARINGTHE VCYOR'S GREEN INKED SEAL OR EMBOSSED __� CONTOURS AND EXISTING CLEARING ARE BASED ON L'aoTBECONSIDERED TOBEAVAUD PHOTBY ® MON �® FT j APRILO22,2MOE8. TOPGOFMBLUFF LINEASMANUALLY D PY f EDGE OF PROPOSED NEW CLEARING C CATIONS INDICATEDHFRONSIGNEYTHAT 7I{ ;URVEY WAS PRE.PAREFi IN ACCORDANCE_WITH STAKED OUT AND NUMBERED ON LOCATION, DATED THEE,LJRVEGcoDEOFPRAGTiCEFORLANOSURVEYS -I EDGE OF PROPOSED NEW VEGETATION JANUARY 10, 2020. ADOPTED BY THE NEW YORK STATE ASSOCIATION OF / J PROFESSIONAL LAND SURVEYORS,SAID CERTIFICATIONS 2. AREA OF TAX MAP PARCEL: SHALL RUN ONLY TO THE PERSON FOR WHOM THE S;•':JFY IS PREPARED AND ON HIS BEHALF TO THE ----- PROPOSED AREA OF NEW VEGETATION SCTM 1000-119-1-13.1= 53,161 S.F. (1.220 ACRE) T, ZANY.GOVERNMENTALAGENCY AND LENDING �_______� 8,195 S.F. -:-.C%USTEDHIRION,ANDTOTHEAssIeNEes 3. UTILITY LEGEND: D 36850SED NON-TURF BUFFER AREA TELEPHONE/ E/C COMMUNICATIONS - �uR -,p.- 3,685 oNGlNsrmnloNcERnFICAiIONS aRENct 2. F TO ADDITIONAL INSTITUT IONS OR UFN OWNERS ELECTRIC SERVICE - PROPOSED TOTAL VEGETATED AREA GAS LINE PROPOSED PROPOSED VEGETATION (UTILITIES FLAGGED BY OTHERS.) EXISTING PLUS NEW CLEARING = 24,840 S.F. 4. TREE LEGEND: MAP OF PROPERTY REVISED: AUGUST 17, 2020 (100' SETBACK LINE; EXISTING SERVICES) PROPOSED NON-TURF BUFFER = 3,685 S.F. FLAGGED SIGNIFICANT TREE (THOMAS MUSE) FOR REVISED: JULY 8, 2020 (LINE WEIGHT & COLOR) PROPOSED NEW VEGETATION = 8,195 S.F. REVISED: JUNE 25, 2020 (NOTE) TOTAL PROPOSED NEW VEGETATION = 11,880 S.F. GROUND EL. ±43.5 ALISON M. BYERS REVISED: MARCH 27, 2020 (VEGETATION INFO.) 24,840 - 11,880 = 12,960 S.F. REMAINING CLEARING BROWN SILTY REVISED: MARCH 19, 2020 (CLEARING INFO.) FOR NEW CONSTRUCTION 3' SM SAND SITUATE REVISED: JANUARY 31, 2020 (FEMA & CONTOUR INTERVAL) 12,960 / 53,161 = 24.4% PROPOSED FINAL CLEARING 26' NASSAU POINT REVISED: JANUARY 24, 2020 (UTILITIES) 20' SP PALE BROWN REVISED: JANUARY 16, 2020 (SCALE) ��_ `� FINE SAND REVISED: JANUARY 10, 2020 (POLE & TREE LOC.; TOWN OF SOUTHOLD MANUAL STAKEOUT OF TOP OF BLUFF LINE) TEST MOLE DATA `B1' SUFFOLK COUNTY, NEW YORK REVISED: SEPTEMBER 7, 2018 (AS PER ARCHITECT) NOT TO SCALE SURVEYED: MAY 16, 2018 NO WATER ENCOUNTERED. TEST HOLE BY MCDONALD GEOSCIENCE ROBERT A. SMITH, L.S. 49239 �DUG: JANUARY 25, 2019 SCALE: 1 " = 20' S. H. W. and S., LAND SURVEYORS P.C. SQUIRES, HOLDEN, WEISENBACHER & SMITH 20 0 20 40 60 LAND SURVEYING — LAND PLANNING — ENGINEERING SOUTHAMPTON — NEW YORK GRAPHIC SCALE: I"=20' 15370--13.1—veg.dwg B 857 P 99-101,114 JOB No. 15370 N C13011 SUFFOLK COUNTY TAX MAP 1000 S LITTLE PECONIC BAY DS EC119.00 02 39'23„ W BLOCK 01.00 PARCEL 013.001 i Z o + _ L0 ® y� `n DEBRIS LINE- I _ GROIN ZONE VE (EL. 12) �� ' ? 256 0 �� 7, . 4.4 ZONE_ DEB— 2 - EPs GR01N BULKHEAD —� � ST SHORELINE OF 6.6 OF BLUFF LANDING 5/16/18 - — _ - - 7., V •V 4F,�yaNdi''3.n;,Ui+1'&d'�F7.�M1°�+F"r.`HE:glal'A2P+.n..'SK'`f"k"4rsYR'4'294.=t`:3.ii •'.y�y. :R�XAA`ti�r".Yi%t+x"eyh{'+'$' '� ail W_ I_ ELS` E PETIMf3EF� STEPS � A./-7 _ LANDING � — O � „- d�«rmo,r. as, �,r .,�nrcau�i — '' spa �,= rs✓�.maa,�.+.., �+as ,4�•s^�r�a { _ STEPS a A<F TOP OF BLUFF '\\`> \ \T, \ LANDING \ \\ \ \ \ , ` PROPOSED \ \ 15 \\ '\` \ BIRD ��. � \�` \ \\ �1=TURF BUIL \ �� \`\ N\ MON j (OA,A A'\ \a \ \ v A V �j n ` �`v A K d�K E r \� = \\ \r v\� y VvTQ\� yC� vA v v y� I Flo- it 5)0 63 EXISTING PATI A "tea 1 \, \_\y\\\iX L�\` LijT SHOWER r �� GRADE To e 50 �/�� z ,� A U O QED ccn \ I � M x LANDING ti Lij w m ING� �� ,,,,,�`cn ^` JJ Q STORAGE 1� ..�. L► PORCH' � � s`,nFi/,A0 o m vi z rENCLOSUR ' rr � C��v w w z Q - C�j s z �' EXISTING o T E E AND APP 1 STORY HOUSE r. I ° � Q ELEc,� URTENANC 1 16.6' Q V�TE� ES E, E i s DEMOLISHED AND TC BE 0 a_ L -r-. REMOVEp X 4B.7 - 0- �• k er � _ 7 o - 3.7 I .zs DECK e664,87 1 I �I 1 w _ EXISTING OPEN _ O 3 0 u I �4 F E L A I G 14' bIAMETER WOOD BELOWBB DZE�VAY o U o I BRICK X STEPS �_�+'�� ` EXISTING VEGETATION N C ES Sk,P LS/ APRON It 'S. eI 44.7 el 46.5 T WA LL ` X CONC. i S Z F wP� -t - ..; o F L A I ROM Tr�p N ,u. � 1 METER F RCUFF UNE E R / EXISTING VEGETATION SPIGOT it � EXISTING VEGETATION rl G�� F C� WATER r1 AGE '� , 100.00' GUY & RISERS W METERS & E N 11'17 00 W -- – - –= 149. -- - – – – - _ VA��Es w 23 Po<±' 2 -- - ------------ 1OAD--- 1 N 16'500„W �xISTING wATER AMAIN - — – SMITH `�7.6 RISER — MON - 3,P�E� POLE WITH - _ MON �2 W IP "JON now or former) JOHN & JANE I N G R I L LI eD 2 Q 04.16 n� -1)6.9 X 42.4 LEGEND NOTES w 1. DATUM IS N.A.V.D. OF 1988. SPOT ELEVATIONS, -' -' ALTERATION ORADDmoNTe l 'V /-' EDGE OF EXISTING CLEARING; 119,450 S.F. AS aRNr,aur,ENs[DEaND APPROXIMATED FROM GEO-MAPS PHOTOGRAMMETRY CONTOURS AND EXISTING CLEARING ARE BASED ON All” s Isav!oEauoNOFSEcnoN �J j -- 19,450 / 53,161 = 36.6% EXISTING CLEARING PHOTOGRAMMETRY BY GEOMAPS INTERNATIONAL, DATED ,N 2,DE THE NE'WYORK tet// APRIL 22, 2018. TOP OF BLUFF LINE AS MANUALLY ■ MON I ti URVEY MAP NOT FEARING THE �® STAKED OUT AND NUMBERED ON LOCATION, DATED CRFtV?IKED SFAL OR EweDSSED r� EDGE OF PROPOSED NEW CLEARING JANUARY 10, 2020. I NOV 3 0 �.�20 ^L tiE 9E CONSIDERED TO BE A VAI 0 5 v 2. AREA OF TAX MAP PARCEL: T 'Cf TIONS IrcDICATED HERON SIGNIFY THAT • r �SURVE WA;PREPARFD 1N ACCOPDAAICE NFM PROPOSED AREA OF NEW CLEARED VEGETATION SCTM 1000-1 19-1-13.1= 53,161 S.F. (1.220 ACRE) THF Ex�STINVG CODE OF PRACTICE FOR LAND SURVEYS 5,390 S.F. 3. UTILITY LEGEND: A'IPTED BY THE NEW YORE(STATE ASSOCIATION OF PR)FESSIONAE LAND SURVEYORS.SAID CERT1FIf,ATIONS TELEPHONE/ COMMUNICATIONS -T- - - - - - -T- - - - - - s Au Ruti rr,EVTo THE PERSON EOR WHODATHE PROPOSED NON-TURF BUFFER AREA WATER SERVICE -W-- ---- - _W _ ---- Ev Pr PARED ^aD DN HIS BFHA�F TO THE 3,685 S.F. T " GOVERNPnENTALACENCYAaID ENDING ELECTRIC SERVICE - A _STEDHcREON.AND TOTHE AV'ArIEE', r INSI I(U iGJN.CERT 11fA "1R.ARE NOT GAS UNE - - - PROPOSED DEMOLITION & To r.,ulrloNAl-INsnrunomsoR (UTILITIES FLAGGED BY OTHERS.) DEMOLITION AND CLEARING NOTES CLEARING MAP OF PROPERTY 4. TREE LEGEND: 1. EXISTING AREA OF CLEARING MEASURES ±19,450 S.F. FLAGGED SIGNIFICANT TREE (THOMAS MUSE) REVISED: AUGUST 17, 2020 (100' SETBACK LINE; REMOVAL NOTES) AS APPROXIMATED FROM GEOMAPS PHOTOGRAMMETRY FOR REVISED: JULY 8, 2020 (LINE WEIGHT & COLOR) 19,450 / 53,161 = 36.6 EXISTING CLEARING ��®� M. BYERS REVISED: JULY 6, 2020 (DEMO. INFO.) 2. NEW PROPOSED AREA OF CLEARING MEASURES GROUND EL. ±43.5 REVISED: MARCH 27, 2020 (DEMO. & CLEARING INFO.) 5,390 S.F. REVISED: MARCH 19, 2020 (DEMOLITION INFO.) 3. PROPOSED 15' WIDE NON-TURF BUFFER MEASURES 3' SM BROWN SILTY REVISED: JANUARY 31, 2020 (FEMA & CONTOUR INTERVAL) 3,685 S.F. SAND SITUATE 4. EXISTING PLUS NEW CLEARING MEASURES REVISED: JANUARY 24, 2020 (UTILITIES) 19,450 S.F. + 5,390 S.F. = 24,840 S.F. 26 PALE BROWN NASSAU POINT REVISED: JANUARY 16, 2020 (SCALE) 24,840 / 53,161 = 46.7% TOTAL CLEARING I 20 SP FINE SAND REVISED: JANUARY 10, 2020 (POLE & TREE LOC.; 5. REMOVE ALL EXISTING U.G. UTILITIES AND BRICK TOWN OF SOUTHOLD MANUAL STAKEOUT OF TOP OF BLUFF LINE) "� -�ESSPOOLS WITHIN THE PROPERTY ., °' TEST H4� DATA B1 SUFFOLK COUNTY, NEW YORK REVISED: SEPTEMBER 7, 2018 (AS PER ARCHITECT) 7,+ NOT TO SCALE SURVEYED: MAY 16, 2018 s NO WATER ENCOUNTERED. ROBERT A. SMITH L.S. 49239 S , T HOLE BY 25, 201 LD GEOSCIENCE PLACE�4ENT OF PROPOSED STRUCTUR=o 11C UJ DLI,: JANUARY 25, 2019 SCALE: 1 " = 20' S. H. W. and S., LAND SURVEYORS P.C. z HEREON Y E BE ENVSUBIRONMENTAL ECT TO CONDILIMITATIONo ` CAUSED BY ENVIRONP,�ENTAL CONDITIONS, ON- SITE,AND OFF-SITE CONDITIONS, EAsF ,ORD 20 0 20 40 60 COVENANTS AND RESTRICTIONS OF F.FCORD AND SURJECT TO VERIFICATION BY GOVERNMENTAL LAND SURVEYING LAND PLANNING ENGINEERING -_-_ AGENCIES HAVING JURISDICTION SOUTHAMPTON N NEW YORK GRAPHIC SCALE: 1"=20' 15370-13.1—demo.dwq B 857 P 99-101,114 DESIGN ARCHITECT FARUK YORGANCIOGLU ARCHITECT P.O.Box 2163 C B 2 A 3 Bridgehampton, New York A13.1-07! A13.1-07, A13.�/ Tel: 631 740 6438 farukyorgancioglu@hotmail.com I +21'-7" i �g.•g,. I r. ARCHITECT OF RECORD p.v.solarcollectors UPPER P.M.COLLECTOR DECK highest upper collector deck elevation e+,S'-3"•+555T above clerestory+66.87 ft AMSL CHELSEA ATELIER ARCHITECT, P.C. +14'$" �� ROOF DECK ' P O.Box26 East 100 Street, Suite 100 p v.sofar collectors MAIN ROOF/LOWER P.V.COLLECTOR DECK / -- {� / p.v solarcollectors York, New York EL, +62.2r Tel : 212 255 3494 +10'-0" �- service platform •p +gam _ a' 3 Fax : 212 255 3495 info@chelseaatelier.com `ate I ? COVERED DE -r i \,` I r( j> . . ; COVERED DECK 16 ) M i ATTACHED CARPORT - o 0 v ! 2It SEAL 11 (k I I \� / ,� I ! 1 --- L.-0'-2"=+51.5 a i`. i Ft F1 + - I ----- fC0 C N t --•I 1 I i'I I I 1 I o 1 --- ---------------- ---- I tt --------- -i---1 I I II I L+45.2 } ,[, '�� --- __ ; f 1-------- _ __ ,I�I ^~ I1 I 11 I 11 P opos4d new grad H r, ' rJ L I I r� r'I', rl "-- - I I I I I +45 tt � ,S p,Y H,q W-_- ----------•--------------I-� I L_J I L_J L + 1 L_I1 -, _++ ._ _I -�''_, averCatural - --- �- _- --mstingggmde0-T_'" - rade elevation ..a for proposed building footprint t , tI-----------------------------------------{-----I---------------------- I-----------.----------I----------------I--------J _ ______________- --------------------- }__�- I -r-------------}-- -- , o2s '` Q \ ----------------------�---------------------4 � I F t4 -� << E L_E VAT I O N - EAST c ; ,�___________________B4--------------___-___�, A f, Cevat Ayhan Ozan, AIA NYS Licence No. 026917 ISSUED HEIGHT OF BUILDING : VERT/CAL D/STAA/CEMEASUREDFROM THEA VERA GEELEVAT/ON OF THE EXISTING NATURAL GRADE ADJACENT TO THE BUILDING, BEFORE ANYALTERATION OR FILL, TO THE 0! 00 MARCH 2020 HIGHEST POINT OF THE UPPER COLLECTOR DECK AVERAGE NATURAL GRADE = +45.17' AMSL <A13 3 FROM +45.17' AMSL TO TOP OF MAIN ROOF AND P.V. COLLECTOR DECK = 17.1 ft C' A13.1-071 B A A13.1.07 - FROM +45.17' AMSL TO UPPER P.V. COLLECTOR DECK = 21.70' < 35.0' MAX. ALLOWED +2, MAX. FLAT ROOF ELEVATION = +66.87'AMSL { { I p.vsofarcouectors UPPER P.1, COLLECTOR DECK { EEL. +15'-3"=+66.87' highest upper collector deck elevation : ;�. '�' ' .:`t. ,.1l. w;,, +' ROOF DE K ab ecleresto +66.87ftAMSL _2 T,72ML+10 91p.v.solarc0ectors MAIN ROOF/LOWER P.V.COLLECTOR DECK 'p p.vsolarcouectors L v +10'-t1" 6'rt A, + r a 3 i .' j - I E T U I L7 OOKING AREA COVERED DECK v co ATTACHED CARPORT BEDROOM BEDROOM i W B F.P. '\ ,L ING D_DINI,OAR., o v 11 U U n � '� Q ..:,.F:-•� N a r c El. '2 1.5 EL. d" ------------- 77777777 0 -.._._...._._.._._..�E-- ------ tf.col. -----_.---._- _ - --- .--_.----- ------_._.__. _ == s�l. OL EL.+460 E ' .17+45.17' EL.+44 5 ---I_------___ ___________ _ _ ____ _ \ ICA GE SPACE r` _____-__.-. dumbwaiter I , y ,\ _-_ ,., ^-',.- z' wB F P. COVERED OI�TDOOR AREA : -----STORAGE ROOM _ DIRT PATH MECHANICAL NO P.V.BATTERY -� r - Qi -- --- - --- a L.M t 5 *arf .\ - EL•10'•5"•+41.2 ------ -- - '_ - :,?;:..., EL.-10'.7"=+4,.0 -- _-_ EL.•,0'-5"• 1.2 1 E -�--' --•-�".-'- - -; proposed new g 'e t _ _. ., ^- aver gen tura)grade elevation extst nit grade , - t:,Y. i + t for proposed building footprint ----------------� -----------------I__L- 2 ': _- -_____-__-__ - \ a,. -._________-.__ SECTION { �� ' NOV 3 0 2020 client and property information ALISON M. BYERS A13 A 2 B ' PROPERTIES At3.1-07 1A13 1-07 t�A73.1.07 i SITUATE j I +21'-� I NASSAU POINT TOWN OF SOUTHOLD +ig g SUFFOLK COUNTY, NEW YORK I highest upper collector deck elevation UPPER P.V.COLLECTOR DECK' p.v.solarcollectors ' above clerestory+66.87 ftAMSL EL.+15'-3"®+66.87' I .,a$ SU olk county tax map ROOF DECK�m.V DISTRICT 1000 MAIN ROOF/LOWER P,V.COLLECTOR DECK BLOCK 119//..�00 P v.sOlar collectors ,,`'� D v solar collectors g„ BLOCK ®1.V 0 EL. +10'-9'®+62.2T --- l -- � 1o'.a• PARCEL 013.001 ams ii a1. �i _ �.� � ". -` � - � �`_ � -=- �� -=='�li _--- -_ .> •• i - - _ Y project name Ci a) NASSAU POINT E o COVERED DECK - - ATTACHED CARPORT pp.. a�i --- ----- _ --- -- OI Q, M � � a - y L-0'.2".+51 5 _ _ _ - M �--D..'t"= 51.5 + t PROPOSED O N E s BL 51.0 EL+6'EL STORY DWELLING + LOT - 13. t g te+•„z,a a W O Z I t t I ! 1 i J Prowaed new g ase average natural 4 9 ------------ posed building otprint 1 ( m LL { _ ----- _ _- '" - g - « x} y I EL, I 1 1 1 !-.1"-- axist 2de __ �____ drawing title +4 .17 I fv -- _- --r 1 t.. rT L 1 J g I IL+ass I L - - COVERED OUTDOOR AREA }-_-t-_______________________ laniscape steps n grade , EL.AV-7"-+42.0 1 I t t i EL. +41.0 ,° ^= tt ELEVATIONS i 3 L 1 1 - "-- ---I , a - yl .. , r--- --- ` __-1 -----------------------_....-_J 1 t I ,� � ---=�--� -------- ---- --' - _� {- , I I hr'- - -------------------------------------_,J EL. +.01-011 - +51.7 EAST AND WEST -ice--- I ______________ I I I i l , & SECT _---------__--__- -___ - LT_________________"� -r�-T� LT1{ , ION D - -; ELEVATION - WEST - { A B c _ SCALE: 1 /8" 1 ' �,� g I I i - - drawing number. os of oQ 0 2' 4' 8' 16' 32' 64' - A13. 1 - 08 DESIGN ARCHITECT FARUK YORGANCIOGLU ARCHITECT P.O.Box 2163 Bridgehampton, New York Tel: 631 740 6438 farukyorgancioglu@hotmail.com ARCHITECT OF RECORD CHELSEA ATELIER ARCHITECT, P.C. 26 East 64th Street, Suite 100 P.0.13ox10065 New York, New York Tel : 212 255 3494 Fax : 212 255 3495 info@chelseaatelier.com SEAL 0 s F° 26° 1 -l© F NE`s Cevat Ayhan Ozan, AIA NYS Licence No. 026917 ISSUED 01 09 MARCH 2020 2 D A13.t 08 UPPER PNICOLLECTOR DECK p.v.solar collectors LLD 5 FOIEREF11CK j 50'-01._-__ ,t proposed new grade EL.+482 rade 9 - _ EL.-4'-7".+45 E �.>".kf +L."„J i'"'j! f I I l I EL+446 EL.+44 0 existing grade r l ( ------1 CL, 8-t' +43.5"_- I T-1—` , t i 1 i t , i `•-. �n( EL.+42 0 _ EL-t1'-7"=+42 0 , 4 di ti a'•h rJ \1 1 L_-.L---_----,----i_..L_.. --- ------L-,_1—._---J 11 ------------- i-------_--------'-"----------..--_ i / `—ti_ -�� -."—�_ l 15•x•, u_----__._ v __ _�_�_. ____--------------------__ , ELEVATION ORTH ,po MITHR ! S ROAD client and property information ALISON M. BYERS PROPERTIES SITUATE �— NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK v,solarColkctors�3 suffolk county tax map +t3� Pv.s i collect`� P.V.COLLECTOR DECK IF DISTRICT 1000 SECTION 119.00 BLOCK 01.00 PARCEL 013.001 ! I - i project name ( ATTACHED - ! —__ CARPORT' � �-�- �a NASSAU POINT ICL— 11PROP w` ° OSED ONE EL,.0'.2"- �.. �EL+51 Q EL.+51 5 , j m Proposed newgrade STORY DWELLING EL,.3'.P"-+48 0 1 a tn' Et 4480 ---- � I t II! ! ---- — ---- — 4- I 1 LOT 13.1I —® --. -- EL+4e,0 1 L 1, g title +---------I------------- ,-u r�r-' drawing t' SMITH ROAD— ! l / \t t r-L-----------------�--- ---------_- t , ! ( -- - ---------------------------------� ; +-Q'-0" — +51.7' ELEVATIONS EL — L�---------------------------------------------._.L , NORTH AND SOUTH ELEVATION ` SOUTH SCALE; 1 /8" =- 1 '-0" drawin number: 09 OF 09 t 2 r- lippoillilli g - 0 2' 4' 8' 16' 32' 64' A13. 1 — 09 JOB No. 15370 - C13011 PROPOSED 15' WIDE 3,685 S.F. NON-TURF BUFFER ADJACENT TO BLUFF CREST; SUFFOLK COUNTY TAX MAP SANITARY NOTES' ADJUSTABLE LOCKING TYPE 'F' REMOVE EXISTING INVASIVE SPECIES, MAINTAIN EXISTING NATIVE SPECIES, CAST IRON FRAME AND COVER SECTION ALTERNATE_INLET_ REMOVABLE INSPECTION COVER WITH AERATOR_MOUNTINGCA_STINGAND CAST-IN-PLACE RECEIVING_FLANGE__ DISTRICT 1000 1. INTENT OF THE PERMIT IS THE INSTALLATION OF A NEW COMPLIANT (TO BE WATER TIGHT AND LOCATION CAST-IN PLACE HANDLE COVER WITH FRESH AIR VENT ASSEMBLY AND SUPPLEMENT WITH ADDITIONAL NATIVE PLANTINGS SECTION 119.00 SANITARY SYSTEM FOR 2 BEDROOMS. INSECT PROOF) 1'-0" BIO-KINETIC'SYSTEM LOCKING LUGS APPROVED SEALANT OR EXTENDED AERATION SOLVENT WELD $ . SEE PLAN BY OTHERS . BLOCK 01.00 2. PERMIT PROPERTY AND NEIGHBCRING PARCELS ARE ON PUBLIC WATER. sEAiwc oevlce- CHAMBER CONNECTION NO KNOWN WELLS WITHIN 150FT OF PROPOSED SYSTEM. - - - 027,39 PARCEL 013.001 -- 2.5' MAX, q 23 3. EXISTING SANITARY SYSTEM SHALL BE PUMPED CLEAN, STRUCTURES I " '" LITTLE PECONIC BAY I I 2 IIII IIII I'll ll'I REMOVED, CONNECTING PIPING P,EMOVED, AND BACKFILLED WITH CLEAN SOIL, I I MAX - - z•-s• p _- �•� AND ABANDONMENT CERTIFICATICN SUBMITTED BY CONTRACTOR IN I I 8 MIN. TRAFFIC BEARING o - -: _ o p0 ACCORDANCE WITH S.C.D.H.S. STANDARDS. I I -" Fo TO MEET AASHTO-H2O tK A a A [� 4. TEST HOLE WAS DUG ON JANURY 25, 2019. GROUNDWATER WAS NOT ENCOUNTERED. o pp Q '� �.. 5. PROPOSED SANITARY SYSTEM SHALL BE I A SYSTEM PRECAST 1,300 I i -- 5' WALL MEAN HIGH WATER EL. 0.94� / I / 4"DIAMETER EFFLUENT LINE � -- --- "-� - - - _"�'• GALLON TREATMENT UNIT WITH (1) 8' DIA. X 12' DEEP CESSPOOL. I / 4_DIAMETER INLET LINE --"- -- _ ._. _. _.._.._.._.._.._.._.._. _.._. S TO BE - T P ARE p �' ► 6. NO EXISTING DRAINAGE STRUCTURES. PROPOSED DRAINAGE j I COPOLYMER DEBRIS LINE '�� COVED MANHOLE BIO-KINETIC®SYSTEM MOUNTING y ( ° Q 11i \ _;-- �._` STRUCTURES TO HAVE 20FT SEPARATION TO SEPTIC. - POLYPROPYLENE COATED PRETREATMENT CHAMBER CASTING AND COVER ILc� GROIN �.. 7. THE NORWECO SINGULAIR MODEL TNT TANK SHALL BE: - I --z-3-- • 1 25 REINFORCED PER ACI STD. 318 SINGULAIR AERATOR, -"-'1� --- --- ; 2'O.C. C EL BARS ® ALTERNATE INLET LOCATION 3" FINAL CLARIFICATION CHAMBER GASKETED DISCHARGE _ _ STEEL ZONE VE EL. �'�..` 6.07' MEAN HIGH W = AS TESTED AND ACCEPTED B" NSF, OPERATING 60 MINUTES ON / 60 PT A N PLAN VIEW -- FLANGEASSEMBLY _._ ?-� _..` _..�.._ ._.._.._.._. - ATE_ LL'] ----- �^ L' __ 1- _�`'�►� _ ,. REL. 0-" MINUTES OFF VIEW _JOINT S�-t NORWECO OPTIONAL BLUE CRYSTAL® l LINE - --- - - - -•.' _ SEALANT TO BE CHLORINATION SYSTEM SINGULAIR'TANK OUTLET COUPLING _ GROIN BULKHEAD :- '�- t ST - _ _ - INLET INVERT TO OUTLET INVERT IS FOUR INCHES. INLET INVERT IS Too°DlnreTER1FFwENTune 4.4 2• X ZONE X _ T "7G," EPS TWELVE INCHES BELOW TANK TCP. I 1 ' BUTYL RUBBER FOR SINGULAIR®AERATOR - - ON DEEPER INSTALLATIONS, PRECAST RISERS MUST BE USED TO b ALL JOINTS (SEE NOTE 1) OPTIONAL BIO-NEUTRALIZER® I .�, EXTEND AERATOR MOUNTING CASTING AND BIO-KINETIC SYSTEM MOUNTING DECHLORINATION SYSTEM B O-KINETIC°SYSTEM DISCHARGE pETAII 4' SHORELINE OF CASTING TO GRADE. INSPECTION COVER ON PRETREATMENT CHAMBER AERATOR MOUNTING CASTING X 8' ��_ -- PROVIDE NON-SHRINKING 6 TOE_GF BLUE _ ENDING �� 5/16/18 MUST BE DEVELOPED TO WITHIN TWELVE INCHES OF GRADE. CONCRETE INVERT FORMED MAST JOINT SEALANT UNDERGROUND POWER SUPPLY ENTRANCE BIO-KINETIC•SVSTEM BIO-KINETIC_•SYSTEM MOUNTING X "� - - REMOVABLE COVERS ON RISERS WEIGH IN EXCESS OF SEVENTY-FIVE SEE IL DRAWING) MOUNTING AND INSTALLATION CASTING AND COVER �" To AT LEAST DETAIL DRAWING) MOUNTINC,CASTING t----------r-- ---------- _-__ 7.6X POUNDS EACH TO PREVENT UNAUTHORIZED ACCESS. - - THREE-QUARTERS --- CONTACT ROMAN STONE CONSTRUCTION CO, THE LOCAL LICENSED THREE THE DIAMETER OF THE -- SINGULAIR DISTRIBUTOR FOR ELECTRICAL REQUIREMENTS. a- APPROVED SEALANT OR 810-KINETIC®SYSTEM LOCKING LUGS GROUT oR t PIPE SYNTHETIC SEAL FOR TRAFFIC H2O LOAD CONDITIONS, THE FLOOR AND TOP OF TANK l SEALING DEVICE o-3 m SHALL BE THICKENED AND REINrORCED WITH COVERS TO GRADE I - SOLVENTWELD - I -------- 8. THE PROPOSED SANITARY SYSTEM WILL VENT THROUGH THE HOUSE STACK. CAST IN PLACE FLEXIBLE 1-0" CONNECTION - --- -- 8-F �'o RUBBER SLEEVE WITH I STEPS EXISTING 3' a STAIRWAY T FIDE TIMBER - - 4"DIAMETER EFFLUENT LINE 6'-0" i D BEACH 48" I.D. -STAINLESS STEEL STRAPS - -- - �- I OR FLEXIBLE RUBBER o-z 1n" F-------- - 1 TYPICAL ACCESS/ JUNCTION MANHOLE BOOT °.-Z. CASTING PICK-UP 4'-6'• GROOVE,TYPICAL r I 1 ' 4' X �° PROPOSED SANITARY SYSTEM DESIGN: (NOT TO SCALE) 6`°' 4-6 LANDING � 1 ^ �'�' SINGULAIR®BIO-KINETIC® DESIGN IS BASED ON 2 BEDROOM SYSTEM, SINGLE FAMILY 1. ALL MANHOLE SECTIONS SHALL CONFORM TO A.S.T.M. C-478, LATEST REVISION SYSTEMDISCHARGE STANDARD SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE M.H. SECTIONS. 60' (SEE DETAIL) 60° 60" TREATMENT UNIT SIZING BASED ON 500GPD NORWECO SINGULAIR MODEL - �Q-� ^: " 2. MANHOLE RISER SECTION TO BE FURNISHED IN 1,2,3, OR 4' HEIGHTS, AS REQUIRED. PRETREATMENT CHAMBER - TNT DISTRIBUTED BY ROMAN STONE CONSTRUCTION CO, BAYSHORE, NY 0'-6' BIO-KINETIC'SYSTEM I LOW PROFILE SINGULAIR BIO-KINETIC WASTEWATER TREATMENT 3. LOADING TO CONFORM TO AASHTO H-20 LOADING. 4. ALL CONCRETE IS TO MEET 4000 PSI AT 28 DAY SET. SYSTEM, MODEL 500GPD (BASIC UNIT) t FINAL CLARIFICATION CHAMBER GRAVITY SYSTEM - WITH CIRCULA70RS AND FILTERS 5. OUTLET PIPE TO BE SET 0.1 MINIMUM BELOW INLET PIPES. SUBMERGED TRANSFER PORT- CAST-IN-PLACE AERATION_ -- --- OUTLET END VIEW STEPS 6. THE MAXIMUM CHANGE IN ELEVATION BETWEEN INLET AND OUTLET INVERT(S) CHAMBER PORT - --- TREATMENT UNIT: 1,300 GALLON RECTANGULAR, 3 CHAMBER PRECAST SHALL BE NO GREATER THAN 2 FEET. EXTENDED AERATION CHAMBER SECTION A-A , NOTE.TOTAL SYSTEM CAPACITY: 1,300 GALLONS USE (1) 8' DIA X 12' DEEP CESSPOOL - --.--_---_-__- BIO-STATIC--_E RETURN RATED CAPACITY.6D0 GALLONS PER DAY f I TIC SLUDG - MODEL TNT - 500/600 G.P.D. ALL CESSPOOL COVERS SHALL BE TO GRADE WITH - 4" SCH 40 PIPE AND CAP �� \ \ \ X 4' HEAVY DUTY LOCKING CAST IRON COVERS NORWECO SINGULAIR TNT TREATMENT UNIT - \ \ \ \ \ ' 10 GROUND SURFACE STAKE. \IOFt OF,.'BLt1F F\\�\` `ti \'\ \ \ \\ \' \ \ X\:,\ I LANDING GRADE \ \ \ T*E i \ \' \ - \ NOT To SCALE , ,\ \ \ \ • \ ,\\ \\ -5� .\ 4" SCH 40 11.25* BEND `� '\.STAKE `\ y\\ \ - '.\_:. .,� -"\r- _ - TYP OF 4 \,.\ �`\ ,`• \ \ ` \\ •<\ � >- ( ) CAST IRON FRAME & \' - I 1., \ ,,\ \ STA'I'N_. 4" SCH 40 PIPE _. ''\ \u� �`• \•I\PRO \,\ \ L' - F-- COVER, TO GRADE _ sf ir y 'PO \ \ • _ w. , \ \ `� , \ •. `'\ `'\'!\' `. .i\ `,1` \WIDE `. , �'�___--_ .---- --_a PROPOSE \ N � b� �� Exrsr \\ 1' t�3• �\ \\`\ \NP ��• \ FINISHED GRADE I rNc PArro I i`\ \\ \R, \ \� r 1N u �'\ srF,K \ STAKE HOUSE MON ON GRA - �' `. �\ \ \ \ \ \ \.. \ \ BASEMENT FLOOR 1' MINIMUM r I E REM VEb PROP L. 41- EATMrrJr T u I D --- - I SOUTH WING EFFLUENT PIPING LEACHING�(' F - \\, \ \ \� \ \ \ OGUT4N FROM q SCH 40 TEE PIPE OR APPROVED PIPE PITCHSTOPPERSLATC OR OTHER STOPPER OR L\ \\'\;\ \ \ \\\\ \ OSED FL. E 2 TR TANK 2' MAXIMUM Lr) j PROP. ANDSCAPE BE4 I INLET, MIN. 4" Dia. CLASS 2,400 ' ED TRAFFIC BEARING SLAB OR I I I INV.=35.94 EFFLUENT SAMPLING PORT ® 1/8" PER FOOT MINIMUM I END PLUG-- SUITABLE COVER --END PLUG I� I �� NORTH BASEMENT WNGLOOR NOT TO SCALE �0O 8 = PROPOSED FL EL: 41.2 I I� E� �� L Q I w -- - �� f ----_ " I O PRECAST i O a SEWER PIPE ; MANHOLE I 0 0 > EXIST. 1 A T1 m FINISHED GRADE EL.. = 37.50 I Ute(/ LEACHING I z 45-ELBOWS / APPURTENA CESlp BEND p O� 30-ELS PROPOSED E m ,A z CLEAN SAMPLING I I DE6IOLISHED p� OUT PORT DISTRIBUTION I Q a RINGS 3 �j N L _____� ` $ RFAgpVED ROOF /QJ a _ 2.b MAX BOX FINISHED GRADE LL = 36.00 .1 MINIMUM I 'C Wil, - I II _ d OVERHA I \ / o` Z TJ 1/4"PER F • E DIRT VV LK 40.2 I _ ^_ _ __ 1 �pW, BACKFILL MATERIAL TO BE �, I o T. M(N. CLEAN SAND & GRAVEL �� = 45-ELBOWS s E PITCH 2.5'MAX _ �D ^ I PROP. 4' -� 5.4 0 3 INV. EL T 0 L�3 [� 0 u I V' ALTERNATE 'A' ALTERNATE 'B' V, � �• " 'DEC� �,,,�, -- c Q g =35.41 �IIJV. EL INV. EL I O � I LtJ w 0 0 I CLEC OV " DE L 51.0 'r =34.89 INV EL Nv. EL CLEANOUT DETAIL FOR AREAS NOT SUBJECT TO VEHICLE TRAFFIC a ~ J METE 25.2 A C UNITS 116.6 =34.x9 1,300 GAL. NORWECO =34 4s =3a.a, NV. EL CESSPOOL i I r 0 I IN ALL VIEWS, ALTERNATE 'A' IS FOR BENDS, z ? V - SINGULAIR TNT =34.1' (1 OF 1) 12' I 0 -7 O C� O D 0� I ALTERNATE 'B' IS FOR USE WITH BLDG. EXTENSION CONNFCI"ION tt _ �O 4..„ --2 .4' �� 25-7' �j 0.7`' �' 34.5' ARO // o INV. EL //JJ�� I / n �' / o�F i u _ATTACHED".' ® X�a• �- 45.1 O TREATOMENT UNIT =34.21 EL 22,17 i p� ------I - -- ' aS n I I 1 r I I s� STORY OUSE I ® f 11 O 4.5' EFFECTIVE DEPTH I--B' DIAMETER --I ' 0 8' DIAMETER -- '-1 3' MIN. ABOVE _� � 7' �; I H RFORT CLEAN-OUT DETAIL 21 1 4�t i E ce x -, 63. �_ 1 -P'ROPL1 0 N -, N wl GARBAGE ° a c I ROOF .,DECK 1 i-` V� `-7 2 BEDROOMS L� EL 51.0.. 1 BINS ��j1 GROUNDWATER N SCALE 0 0 I v OVER f (?_� STING �� f �� 51 .7 AREAWAQ I Jf� W s_ GROUNDWATER 2'MIIJ l� JI �1. STORY / (XI r`� Iii 1 "• s- 24 5' ± �� _ EXIS_IING_VEGETAIION-�-- Y 01.6' iIGHEST EXPECTED GROUNDWATER EL. 11.74 AS PER o = o W � w a I'� i g-'. DIAMETER C-E _ J �' �- �-- TYPICAL CESSPOOL DETAIL ` J i BRICK �" �j� /` (V MONITORING WELL S 53324.1 ON MAY 26, 2010 �B 7 CESSPOO ' CA' 135 2' � \OA f )`_ 6 Y � ON ALVAH'S LANE, NEAR MIDDLE ROAD NOT TO SCALE ro 13E I�EMovFD �� r �, PROPOSED PROFILE THROUGH PROPOSED SANITARY SYSTEM 51.5 CLE UT TEST OVER NG iso A\n �- � j- PROJECT ( I� DISTRIBUTION BOX _ NOT TO SCALE POLYLOK 20" D-BOX WITH LOCKING __ LIMITING a POLYLOK 20" D-BOX BOX PARTS: PART NO. 3017-20 HEAVY COVER PART N0.-3017-C20 EI DECD r(HOLE BI�_� �S �� ` rf !- Z COVER AND EXTENSIONS TO GRADE � � I LES; EL . COVERED � _ �� a _ v '"'� \ � �1� ) ., Tr;s-� FENCE �, i%. CLEAN-OUT ! -� I %•�''. - / �/ �JP� I O / ` L? Y± '" 1 - a 1 MAIN 12" TALL RISER PART NO. 3009-R12 ` 'lir [ {EN / �/ R; I, DISTRIBUTION l 1 ` �_- A M Y MATERIAL - HDPE / r 1` • CONTROI. - 6 TALL RISER PART N0. 3009 •�6. _ Sr , I ` VE1- DR ` ' ► -.1 GENERAL NOTES GROUND EL. 143.5 SANITAR PANEL --2 r- ` � N7 ?`'� c GRA �. BROWN SILTY PANEL OUTLET PIPES TO HAVE POLYLOK X3049 MI' �C�� 'U I iT1 a' ROOF V ��0�5 .a%s�'• -\ Q% I 3 SM _ EQUILIZER END CAPS LEVELERS 1. DATUM IS N.A.V.D. OF 1988. SPOT ELEVATIONS AND CONTOURS SAND --- -- 1c A - �. ARE BASED ON PHOTOGRAMUETRY BY GEOMAPS INTERNATIONAL, TERAL L5, , 26 FINISH GRADE U, < t�oRIC-6- �' PALE BROWN 20 AMP _ ND E '�_ - r D4 DATED APRIL 22, 2018. 20' SP a s 500 GALLON ��L FINE SAND ;'1 �! 5' WIDEi �1�� - O �/ `s �_ _100' SETBACK FROM TOP OF BLUFF 2. AREAS OF TAX MAP PARCEL: (V ' I i STAIRS Ill RADECISTING I'WGETATION p e �' 4� SPIGOT NORWECO 4" PVC SCH 40 PIPE AND FITTINGS BY It EXISTING VEG`ATION G j SCTM 1000-119-1-13.1= 53,161 S.F. 1.220 ACRE ) / Yl �� rP / L:� I � .� t- � � _ _•,� ---- ( ) e ' 500 G.P.D. OTHERS 1 4 PITCH TO DISTRIBUTION BOX TNT SEPTIC TAN 1 r_ ��, 08 �. ��\S�'- LE IT WATLIv 3. UTILITY LEGEND: TEST HOLE DATA B1 SCHEMATIC T N 4 100.00 � ++ RI R & GU --METk�,s & _ - GAS SERVICE - G - --- ---{'r------- DISTRIBUTION BOX Z i _,7 �F,��- - N 1 _ _ ._ - .- .-W- - - - - - - _ VALVLS� _--_- WATER SERVICE w-- - w NOT To SCALE ELECTRICAL DIAGRAM 23 - _.. .. NO WATER ENCOUNTERED. NOT TO SCALE NOT TO SCALE BOER POLE 2 _ +-- ELECTRIC SERVICE --E------------E-------- ,Y,� T » I M TER PROP. 3't BY OTHER T-- T DUG. JANUARY 2 , 2019 GEOSCIENCE _ ROAD TELEPHONE/ COMMUNICATIONS TEST HOLE BY MCDONALD g�GUY Tr 16'54'00 W -R-ETAIl4tIG-WA TmYT 47.6 (UTILITIES FLAGGED S.) 5 _ _ _ - SMITH�j 4. TREE LEGEND: MAX. CENTER ro MON />1 � RISER WATERMAIN_ _W1 (PERVIOUS GRAVEL ROAD) ( ) {� --__-_-- CENTER = 1p,_o,• R OLE WITH EXISTING _ _ - _ _ _ - - FLAGGED SIGNIFICANT TREE THOMAS MUSE �,J r WOVEN WIREFENFENCE, ( - _ - - - - T I MIN. 14.5 GAUGE, MON \ 5. PROPOSED SITE IMPROVEMENTS SHOWN AS PER PLANS PREPARED WOVEN WIRE FENCE, MAX. 6" MESH SPACING •--�"�~ - _ t Z MIN. 14.5 GAUGE, - -`- - BY FARUK YORGANCIOGLU, ARCHITECT. MAX. 6" MESH SPACING FENCE POST, TYPICAL DRIVEN MIN. 16" INTO GROUND FILTER FABRIC 6. STRUCTURES ON ADJACENT PARCELS ARE SHOWN AS PER LOT COVERAGE TABLE AS PER ARCHITECT -� OFFICE RECORDS AND AERIAL PHOTOGRAPHS. ZONING AREA: R-40 RESIDENTIAL y cV \ r COMPACTED SOIL o �v�' SONE P ,J1 �� / PROP. I/A SANITARY SYSTEM \j1 7. PUBLIC WATER IS AVAILABLE IN THE R.O.W. OF SMITH ROAD. BUILDABLE LAND: 30,171 S.F. ExlsrwG GROUND N UND1S1IIR13ED S s/� �,�04�� \ 8. THE EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED MAXIMUM ALLOWABLE LOT COVERAGE: 30,171 X 20% = 6,034 S.F. ti OF FLOW cRouND SCOFF SFp42j�'T ,' 500GPD NORWECO SINGULAIR CLEAN AND BACKFILLED WITH CLEAN SAND, AND / OR REMOVED AREA WITHIN PROJECT LIMITING FENCE: 21,974 SF. < 43,560 S.F. (1 ACRE) GROUND FILTERHEIGHA Igje� TREATMENT UNIT AND \ FILTER FABRIC \ IN ACCORDANCE WITH S.C.E.H.S. STANDARDS. SURFACE 15" MIN. I-III- -�"'-'--• T s Z G° 1 8' DIA. X 12' DEEP CESSPOOL now or formerly: \ FILTER FABRIC Ii-Iii z 1�oT'I'To,c �`�s� o EDGE 0 Oa Mei S'�0L�4'CSiTF e'Fsc� 9. EXISTING SITE IMPROVEMENTS (SUCH AS HOUSE, PATIO, DRIVE, I - JOHN & JANE INGRILLI �� WALKS, ETC.) SHALL BE REMOVED PRIOR TO THE CONSTRUCTION EXISTING LOT COVERAGE: ;II STI F pgkeEM 4,90 � /��FS O��'I0 OS'�S' CLEAN-OUTS, MANHOLE, SAMPLING \ 1'1 OF THE PROPOSED SITE IMPROVEMENTS. HABITABLE DWELLING WITH PORCH (LIVABLE FLOOR AREA)= 1,856 S.F. A, FILTER FABRIC FNT s G c b G UNIT, ELEC. PANEL & DISTRIBUTION BOX (HOUSE WITH PUBLIC WATER) \ PERSPECTIVE VIEW F�O°� MIN. s" INTO GROUND �� 4" I- 10. THERE ARE NO KNOWN WELLS WITHIN 150' OF THE PROPOSED OPEN DECKS = 398 S.F. (LOC. OF FUTURE CP SHOWN.) X \ CESSPOOLS. EXISTING LOT COVERAGE= SECTION / Gi� 2,254 S.F. < 6,034 ALLOWED CONSTRUC11QN- NOTLS_FOR TEMPORARY SILT FENCE WITH STRAW BALES �X0 ;-oz's,°-/Tr0F� �5,�\� g X 42.4 11. FLOOD ZONE BOUNDARIES ARE TAKEN FROM PRELIMINARY DIGITAL PERCENT LOT COVERAGE= 2,254/ 30 171 = 7.5% < 20% ALLOWED OAF FR li G Q �p '1' `S'y KEY �� F,� PG 36• \ - 1. WOVEN WIRE FENCE TO BE FASTENED TO FENCE POSTS WITH WIRE TIES OR STAPLES. FLOOD HAZARD MAPS PREPARED BY F.E.M.A.; DATUM= NAVD 1988; OFjT'S A O� 0/0 no `� GP� \ 2. THE FILTER FABRIC SHALI- BE FASTENED SECURELY TO THE WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT THE TOP til; EXISTING 1 STORY HOUSE F.I.R.M. PANEL= 36103CO506H AND THE MID SECTION. ® N T 1 1 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY 6" AND FOLDED. f �� s PROPOSED TO BE DEMOLISHED L ® � .- ® �! \ / 12. NEIGHBORING WELL AND CESSPOOL LOCATIONS ARE SHOWN PROPOSED LOT COVERAGE: Et --- -"'� �� F O". - 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL SHALL BE REMOVED WHEN 'BULGES' EVELOP IIN•T F_ SILT FLNCE, --� - r TA 9,I,� AS PER OFFICE RECORDS AND SHOULD BE VERIFIED IN THE vI -„ r; j i ;, \ r 5. POSTS: STEEL, EITHER 'T' OR UD' TYPE OR 2" HARDWOOD !t ;, \ FIELD PRIOR TO CONSTRUCTION. - ( ) I i PROP. FINISHED GRADE x EL 51.0 / HABITABLE DWELLING LIVABLE FLOOR AREA - 2,045 S.F. FENCE: WOVEN WIRE, 14.5 GAUGE, 6" MAX. MESH OPENING "" I I `(J/ COVERED DECKS= 1,663 S.F. FILTER FABRIC: FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUAL i r I I 13. PROPOSED BASEMENT FLOOR CONTAINS STORAGE AREA AND i EXISTING CONTOURS \ CARPORT=. 562 S.F. PREFABRICATED UNIT: GEOFAB, ENVIROFENCE OR APPROVED EQUAL 1 MECHANICAL SPACE, ALONG WITH OUTDOOR SPACE. r! �' IIr'°ImT��rxDAtTERanGNDRADDmDNTo PROPOSED NEW CONTOURS 40 /� \ 14. THE EXISTING HOUSE IS SERVED BY PUBLIC WATER. AREA UNDER OVERHANG (NO STRUCTURE BELOW) = 659 S.F. � � --• /� oo- \ PROPOSED LOT COVERAGE= 4,929 S.F. < 6,034 ALLOWED PROJECT LIMITING SILT FENCED TAIL NOV 3 0 2020 ' ® ,;,,,h„"A•'aFIFARINGALICENSED LAND \ 15. EXISTING SANITARY SYSTEM IS SHOWN AS PER OFFICE PERCENT LOT COVERAGE= 4,929/ 30,171 = 16.3% < 20% ALLOWED NOT TO SCALE F 11 n i 'BR'S 5'^I-IS A VIOLATION OF SECTION 1 I ' 1, 'CION2,0FTHENFWYORR / �� RECORDS, AS PER OTHERS. `b , •1�',,"N PROPOSED HOUSE GG CIT��'.rS THIS SURVEY MAP NOT BEARING THE _ I�'',:I'RVEv;,RSGREFNINKEDSEAL OREMBOSSED IGTFs�` �C,,� 16. SEE DEMOLITION AND CLEARING MAP OF PROPERTY FOR DEMOLITIONREVISED: AUGUST AUGUST 17, 2020 (AS PER EN-CONSULTANTS) :' A'.SIIALLNOTBECONSIDEREDTOBEAVAUD AND CLEARING INFORMATION. D+uECnPY PROPOSED DECK & CARPORT / 2 �D REVISED: JULY 8, 2020 (LINE WEIGHT & COLOR) (IRTIFICATIONSINDICATED HFRONSIGNIFY THAT p 17. EXISTING 4' DIAMETER BRICK CESSPOOLS (CP) ARE SHOWN. REVISED: JULY 6 2020 VEG. LIMIT T'',ssuRVEYWASPREPAREDINACCOROANCFWIT}I PROPOSED MAP OF PROPERTY ( ) TIFEXISTING CODE OFPRACTICE FOR LAND SURVEYS PROPOSED 3 685 S.F. NON-TURF 18. NO EXISTING DRYWELLS WERE FOUND. DRAINAGE CALCULATIONS: STORM DRAINAGE DESIGN A OPTED BY THE NEW YORK STATE ASSOCIATION OF \\-\\\ `•, `\ `' \ F O R REVISED: JUNE 25, 2020 (KEY & BUFFER AREA) W;OFESSIONALLA"➢SURVEYORS.SAID CERTIFICATIONS �'. \. \ \ '\.\ \ IS FAL SIONUN ALYTOTHEPERsoNFO ID CERT I{E BUFFER AREA; SEE BUFFER 19. ALL AREAS CHARACTERIZED AS BLUFF ARE SO CHARACTERIZED 1. ROOF RUNOFF 1. EXISTING PAVEMENT ELEVATIONS WILL BE MAINTAINED AT NASSAU POINT ROAD. REVISED: JUNE 5, 2020 (KEY) IPVFYIS PREPAPED AND ON HIS BEHALF TO THE LANDSCAPE PLAN BY OTHERS L`:_'�_ _\.'`, :._..\_ / BASED ON MATHEMATICAL DETERMINATION THAT THE BLUFF SLOPE PROPOSED HOUSE ROOF MEASURES 5,003 S.F. 2, PROPOSED PERVIOUS DRIVEWAY SHALL PROVIDE SMOOTH TRANSITIONS STIONS TO ALISON M. BYERS REVISED: MAY 29, 2020 (EXIST. & PROP. CLEARING LIMITS) T1r ECOM"ANY.GOVERNMENTAL AGENCY AND LENDING IS 20% OR GREATER, AND THE DIFFERENCE IN CONTINUOUS HEIGHT REQUIRED: 5,003 S.F. X 2" RAIN = 833.8 C.F. EXISTING PERVIOUS GRAVEL SMITH ROAD. FW71TUTION LISTED HEREON,AND To THE ASSIGIIEE'S / REVISED: MARCH 27, 2020 (PROP. SITE IMPROVEMENTS) pFTHEt6rr,a1GINSTITU LION CERT1rICATIONSARE Not PROPOSED PROJECT LIMITING BETWEEN THE BOTTOM OF BLUFF AND TOP OF BLUFF IS EQUAL 833.8 C.F. OF STORAGE REQUIRED 3. PIPING BETWEEN DRAINAGE STRUCTURES SHALL BE 15" DIAMETER MINIMUM SITUATE TO OR GREATER THAN 20 FEET. USE: (3) 8'DIA X 7'DEEP DRYWELLS DOUBLE WALL HDPE PIPE. TRA'JSh;Rf,a.O TO ADDITIONAL INSTITUTIONS OR FENCE 887.0 C.F. of STORAGE PROVIDED 4. ROOF LEADERS SHALL BE DIRECTLY CONNECTED TO LEACHING STRUCTURES. NASSAU POINT REVISED: MARCH 19, 2020 (AS PER ARCH. REVIEW) g(�DSECUFNTnwNER j�L��JO AREA= 21,747 S.F. <43,560 S.F. (1 ACRE) REVISED: JANUARY 31, 2020 (FEMA & CONTOUR INTERVALS) , \ON S� 20. "BUILDABLE LAND" AREA LA14DWARD OF THE TOP OF BLUFF LINE <ZCD �P Sys �L� EDGE OF EXISTING CLEARING 119 450 S.F. AS MEASURES 30,171 S.F. 2. COVERED OU4D000ORRDRAINS,IN BTHAT ARE REVISED: JANUARY 24, 2020 (UTILITIES) 0 _ , REVISED: JANUARY 16, 2020 (PROP. SITE IMPROVEMENTS) O, APPROXIMATED FROM GEO-MAPS PHOTOGRAMMETRY 21. SOLAR COLLECTORS ARE PROPOSED ON ROOF DECKS. SEE PIPED TO A DRYWELL. (THESE DRAINS TOWN OF SOUTHOLD REVISED: JANUARY 10, 2020 (POLE & TREE LOC.; MANUAL # `'.� 19,450 / 53,161 = 36.6% EXISTING CLEARING ARCHITECT'S PLANS FOR AD)ITIONAL INFORMATION. COLLECT INCIDENTAL WATER, RAIN OR r ( 1 22. CUT AND FILL CALCULATIONS: SNOW.) PROPOSED DRYWELL, LABELLED SUFFOLK COUNTY, NEW YORK STAKEOUT OF TOP OF BLUFF LINE) . "�, o EDGE OF PROPOSED NEW CLEARING L�� 'CoA', IS 8' DIAMETER X 7' DEEP. REVISED: SEPTEMBER 7, 2018 (AS PER ARCHITECT) '`a a APPROXIMATELY 187 C.Y. CLEAN SAND/ LOAM TO BE TRUCKED IN ,. ; Z^s°' REQUIRED: 2600 S.F. X 609< X 2" RAIN = sr �•No.49 \'�� PROPOSED AREA OF NEW CLEARING FROM AN APPROVED SOURCE. SURVEYED: MAY 16, 2018 yo/ � 260.0 C.F. OF STORAGE REQUIRED the State = ±5,390 S.F. SEE PROPOSED DEMOLITION AND 23. PROJECT LIMITING FENCE AREA = 21,747 S.F.< 43,560 S.F. (1 ACRE) USE: (1) 8'DIA X 7'DEEP DRYWELL ROBERT A. SMITH, L.S. 49239 CLEARING MAP OF PROPERTY BY SHW&S SURVEYORS R E W. and S., LAND SURVEYORS P.C. LAST REVISED JULY 8, 2020 295.7 C.F. OF STORAGE PROVIDED SCALE: 1" = 20' PROPOSED TOTAL CLEARED AREA = 3. PROP. DRIVEWAY WATERSHED SQUIRES, HOLDEN, �WEISENBACHER & SMITH 19.450 + 5,390 S.F. = 24,840 S.F. REQUIRED: 2256 S.F. X 60% X X 2" RAIN = 20 0 20 40 60 LAND SURVEYING N LAND PLANNING N ENGINEERING 24,840 / 53,161 = 46.7%PROPOSED TOTAL CLEARING 225.6 C.F. OF STORAGE REQUIRED N NEW YORK USE: (1) 8'DIA X 7'DEEP DRYWELL -93 295.7 C.F. OF STORAGE PROVIDED EDWARD P. ARMUS, P.E. No. 84106 GRAPHIC SCALE: 1"=20' SOUTHAMPTONLABEL: DWY DW 15370-13.1-prop-20.dwg B 857 P 99-101,114 SUFFOLK COUNTY TAX MAP -BYERSDISTRICT 1000 - --T� ■ SECTION 11 '9 . 00 -,00n m � I BLOCK 01 . 00 ° I ITTLE PECONICPARCEL 015 . 001 oBAY I a IM o a) Eli �• .,,, „""`" ,_.•--,.W � � ami o I' `� � I Proposed 15' wide non — turf - - buffer adjacent to bluff crest, 44y - �''--- -_- P 0 3685 sf. Maintain existingnative ° o vegetation , remove invasive �.__.---- --- :. species to be maintained and .� ,.� �z _ _�._._._�.,, _,, �..._.^_,_u. ^ . ��--�. ...__ ._ _._ — .�._.� .�� s .. .. .__.�-.�: ..�. _ _ a �.; � 3 � " 0 46 supplemented with additional . 47 � - . . �-- _ o - �? p p __ . . U) ° native plantings ( see list r \ �� =_- � �8 � ° NCU c o a) p g ° _ ° 4� �. 49 ° ° �- — i CU "'Man 0 oN o Photo I1 N CD \ N • ` N � U) o a I L �@ � 9r °0 �� 'N NN I S o S2 _ .� � - BEACH HOUSE 02 3 � . . � �. Photo P o i� _ 9 23» co NORTH � � N;M � u")i�CO tiI� SII Photo Point f `�- TOP of FLUFF -- T �� -- SCALE : 1 1 O N4 LANDWARD EDGE OF 15 WIDE o NE1 NON— TURF NATIVE PLANT BUFFER Ln Photo Point � F`* n 56 Existing Top Of Bluff Non- Turf Buffer Area. Observed Native Plants To Remain Un-Disturbed including: C L2.4— SQUIRES, •07 Opuntia humifusa (Low Prickly Pear) Cactus Family Arctostaphylos uva—ursi (Bearberry) Heath Family Q z Schizachyrium scoparium (Little Blue Stem) Grass Family Aronia melanocarpa (Black Chokeberry) Rosoceae Family01 QArtemisia ludoviciano Nutt. Gra Sa ewort Aster Famil Festuca rubra L. Nutt. Red Fescue Grass Famil Jz N�y,T°E °F BLUFF �gNoiN�` Solidago sempervirens (Seaside Goldenrod) Aster Family Hudsonia tomentosa Nutt (Wooly Beachheather) Acanthus F. Ln EEXISTING 3' w� Limonium carolinionum (Sea Lavendar) Leadwort Family Panicum virgatum (Switch Grass) Grass Family _ r ZTIMBER STA' nn- 0A � � w= -r0 BEAC,, RWAY6 `� 15 Non Turf BUFFER AREA7 . Myrna pensylvanica Northern Bayberry)Myricaceae Family Black Locust / Eastern Red Cedar/ Oak (red&white) CU I WNewEngland Cape Grass/Black Cherry/Dune Lichen/Mosses EACTIVITY LIMITED TO:A In- asive R mova Moni rm+..: 'meq „St ,x... - XY ,. •< .9 1,�:: .Z'y , V.,.: . „�,...m .µµ.F .��..v. cuttin hand uIIin In 1 . Lonicera shrub,� . � mCc4c eforms limited individuals �i .. evident seedPObank �em..,tn.�F VU F _ - � , A . , . �._�� . ..,, �. �4 ' EIaea nu. „ limited in ividualsx; ._..- , . o,_ ., _,.,may,:; 4•s. � "� µ:,' 7BL Y� evident� fiseed bankRosa< u i lora several individuals ..e � .. _q_ Y ,4. . .w ;,� � s� j. evidentN � � ; .� . � .� � �, ��. seed bank. 4. E � ,4 �. � �^.� . . . ,.,, .. � � , assorted her a^,� �, � ,� b ou sceLO LANDS , 8 ,, �.: *. , .� �° . g . , ;' � ,' ,.� s rden center var. Iimited indi 15. vidua s» x , ., .,.,.. wss� Y , �' � , iscanthus ver limitedQ r T Z "�"": r' '" M�E oo = y ca US aED _ _ DW Q ,. :: �,� :,� ,��- ER NG ,�, "� ��. ... �. e vident seed bank. R DECK ov �.®P" 51.0 �� Limit PIis: 4 e antinq roposedCIL kJ .O I PROPGAS SVOLL1Q 3 Gal rica ��Ianxv A fgg c I � M�tW�t, CL ° NE 1 Ex. B Ex. Buffer View Lookin pensylvanHca fer View Lo ng 51 5 ' uL -,eHA c_ ov aI Panicum virc0 DE � ,... - ... - . - .. . . , ,_ .ls , a., ,. ,.., f, k,.. ,. ,.,: , , :.. ,,,,.PROPOS . . � , � �. - 500 plug . mm hila (n PROJEC0 NGLIMITIFENCE ro ak � � �� breviligulata _ II wee f0 PROP• PROP. BURIED ELEC a;, TAR500 GALLONSreeMETE LP TANK SPIGOT "' �' " + '-� AreaS lect for ntinseepaWATER :pax .rr U = � ._ 4P0 � SU , ERS & �Y � , , _,� '� ..�- . . _, e osed sand areas in O wvALVEs ro osed tER � � „�� , r �� ip p 5 non turf bufferPOLE I WALLS /�GUY OAD . .� �r,Hx' R, ,IT ' � acent to bluff fM°N M r ;, �. .. ace.ri..R ;. a „4 0sE IN ” , , �w �.. . ' J.add ETH WATER M „ _ y, � ,:.,. �.P IN x,> �' cono� T G ,, I .il ��' �IS oner MON note• only bagged ,cert• eed free wMUSE DESIGIN,, . INC �,�._ �. ,,;,. ,,. ,4 :. :� > ab,, ,� „ , r 1 , ,. , , � . �; � '�F t SO � OStROP. I A SANITAYSYSTEM pop I /com5000PD NORWECO SINGULAIR NOW OR tORMERLY, � ,>` .,,_ NO TREATMENT UNIT AND a IoweII8' DIA. X12' DEEP CESSPOOL oHw ,JAfvH INCRi�_I ,� � lifertilizers. (HOUSE WITH PUBLIC WATER)CLEAN-OUTS, MANHOLE, SAMPLINGUNIT, ELEC. PANEL & DISTRIBUTION BOX �� .(LOC. OF FUTURE CP SHOWN.) �P 3 LZA0 COLOG CAL DESIGN PROJECT MAN GEMEN S D ON S TA 0 use � iesiri iiic, 3 L.�� ,st DnvPROP. FINISHED GRADE x EL 51.o BA E URVEY DA PR VIDED BY.� ROBERT A. SMITH, L.S. 49239 YH r o Ne cr 963 EXITING HOUSE S. H. W. and S., LAND SURVEYORS P.C. one, ,� $1 X25-8,725 HOLDEN, WEISENBACHER & SMITH E3 Ex. Buffer View Looking E N4 Ex. Buffer, View Looking N Sheet Number SA2 r PROPOSED O P O S E D HOUSE LAND SURVEYING — LAND PLANNING — ENGINEERING SOUTHAMPTON - NEW YORK A I I Photos Taken 11 -06-19 B1 of 1 r. z. 41 416 x r r ��;?- l !• /• l •r / r '! l 'r / l 'r f r / l / / f �¢ E t} • W.. V. ,•�, t. a �... - • 1 " ! . of q. 1.4 . • ..fir.... _ _ y _ :�®® y,r '�. �...f -.. lot ,A r , t i< Slo. •'•6 r� 'F�r t' >c 1� �-��4�M�~'4t a��ir ��'�� ' R. li 1�•, _�,r, ��•"�� L. r lj 1" 1�f1 c Ot e ,!� f j� �,. I, A; j 4�.. f. a _ : �- ,.1 �•'/ t fit a .,r/, ;, •.�, /t` �� `!��Ia��f�.''� * �l�T+ i,I/� ��I��a� 2�'1 �`��' �'u'� '{t '.� t ri t.�'tr" � � I4 V 'a ►i�� ' ! c y i �' -R y b � �t / ' r l r l r l '/ •l 'l / / ' I i l r l 'l / 1 1 � I l i f l ! � -� �•S-*t, �.y�" � �: S �' +1:"S' � 4c "y"• ��;r'+ i S. �' �'� het�' �r r'��: ..;. •\ :4. ,f 1! ti' yrs r " ��.:' ,,,fit: "� .�� } � ,;: r °� 'r• ` I r. •� Y �f�,-��++? 1' r :,i; }� ' "�• Tr7' a,/„�1.:�rh'+11" `�w„� (��1 ,• �' " ►r 'Y -i r•/ •'�'A��rbZ �` lit f's +M ` r •� ,�'�"s i�:r l T9 y �+ �rF". +�,� r'"b' " •�. ,.ice A.,�zy ♦. �.tiP t.y. :1iJ •.,M,S i a FY 1�„�' '�'> f'jY' rl fr:4.. � a •A, `4`ry qt �� jest ,��` : Y i. �• y J ti� orf s�1 :� �.,d.,% .r•�. � r .. ✓•. a '9.-:L.�♦ tea• _♦r ~.r .�Y Y� e N •+ "-';' ' urrtF s aEcoNic irAJQ D . a BAY SECTION NO .Q s COUNTY OF SUFFOLK © K ++� SOUTH" NOTICE E m> Q — —— amu- Real Property Tax Service Agency Y H. 119 ._ .........►� .r ,w.,��«,.�e.. Nwae OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex # P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) p Telephone: 631765-1938 Southold, NY 11971 7"'d p LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: January 15, 2021 Re: LWRP Coastal Consistency Review for ALISON M. BYERS, c/o ALISON M. BYERS, PsyD, VP SCTM# 1000-111-13-11 En-Consultants on behalf of ALISON M. BYERS, c/o ALISON M. BYERS, PsyD, VP requests a Wetland Permit to demolish existing one-story, 2,254 dwelling structure located 28.6' from top of bluff and patio located 15' from top of bluff; construct one-story 4,929sq.ft. single family dwelling structure consisting of 2,045sq.ft. habitable dwelling with 18.7'x22' roof deck above, 562sq.ft. carport, 1,663sq.ft. covered decks, and 659sq.ft. roof overhang with no structure beneath, located a minimum of 50' from top of bluff; install pervious gravel driveway and parking area; 5'wide landscape steps to dwelling; 3' high landscape retaining walls; landscape beds; and 4'wide earthen pathways, including path to existing bluff stairway; remove existing nonconforming septic system located 71' from top of bluff and install new I/A OWTS sanitary system more than 100' from top of bluff; relocated public water service and install underground electric service; install storm-water drainage system; clear approximately 5,390sq.ft. of existing vegetation for new construction, and revegetate approximately 8,195sq.ft. area (all more than 15' from top of bluff); truck in approximately 187 cubic yards clean fill from an approved upland source to achieve proposed grades; and establish and perpetually maintain a 3,685sq.ft. non-turf buffer within 15' of top of bluff(remove existing invasive vegetation/add native vegetation). Located: 10075 Nassau Point Road, Cutchogue. SCTM# 1000-119-1-13.1 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 Policy Standards and therefore is CONSISTENT with the LWRP based on the following: 1. The ZBA issued a variance (7436)for the action on November 19, 2020. 2. The proposed additions are located further landward than the existing structure. 3. The proposed additions are not located within a FEMA flood zone. 4. The parcel is not located in the CEHA. 5. Mitigative actions to further LWRP policies 4, 5, and 6 are proposed. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Peter Young,Chairman - Town Hall,53095 Main Rd. Lauren Standish,Secretary , P.O.Box 1179 Southold,NY 11971 + Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., January 13, 2021 the following recommendation was made: Moved by John Chandler, seconded by John Stein, it was RESOLVED to SUPPORT the application of ALISON M. BYERS C/O ALISON M. Byers, PsyD, VP to demolish existing one-story dwelling, 2,254 sf. located 28.6' from top of bluff and patio located 15' from top of bluff and construct one-story, 4,929 sf. single-family dwelling, carport and covered decks a min. of 50' from top of bluff; install pervious gravel driveway and parking area, 5' wide landscape steps to dwelling, 3' high landscape retaining walls, landscape beds, and 4' wide earthen pathways, including path to existing bluff stairway; remove existing nonconforming septic system 71' from top of bluff and install new I/A sanitary system more than 100' from top of bluff; relocate public water service and install underground electric service; install stormwater drainage system; clear approx. 5,390 sf. of existing vegetation for new construction and revegetate approx. 8,195 sf. area; truck in approx. 187 cy. clean fill from an approved upland source to achieve proposed grades; and establish and perpetually maintain a 3,785 sf. non-turf buffer within 15' of top of bluff, and remove existing invasive vegetation/add native vegetation. Located: 10075 Nassau Point Rd., Cutchogue. SCTM#119-1-13.1 Inspected by: Peter Young, John Chandler, Peter Meeker The CAC Supports the application with a non-turf vegetated buffer landward of the bluff. Vote of Council: Ayes: All Motion Carried BOARD MEMBER Southold Town Hall Leslie Kanes Weisman,Chairperson if SO!/T�o 53095 Main Road a P.O.Box 1179 �� 1p Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �, aC Town Annex/First Floor, Robert Lehnert,Jr. a �O 54375 Main Road(at Youngs Avenue) Nicholas PlanamenioC ��; Southold,NY 11971 f7 http://soutboldtownny.gov �� ZONING BOARD OF APPEALS oZ re- TOWN OF SOUTHOLD IJO`� 2 3 �)rn Tel.(631)765-1809 •Fax(631)765-9064 ° sou Bald down Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 19,2020 ZBA FILE: #7436 NAMEIOF APPLICANT: Alison Byers PROPERTY LOCATION: 10075 Nassau Point Road, Cutchogue,NY SCTM No. 1000-119-1-13.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without fitrther steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated October 2, 2020 stating that this application is considered a matter for local determination as there appear Is to be no significant county-wide or inter-community impact. I ", DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated October 13, 2020. Based upon the information Provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available , it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. I PROPERTY FACTSIDESCRIPTION: The subject property is a code conforming 53,161 square foot waterfront parcel located in an R-40 Zoning District. The parcel has 256.07 feet of bulkhead frontage along Little Peconic Bay and along the easterly property line, measures 255.00 feet along the northerly property line, measures 249.23 feet fronting Smith Road along the westerly property line and measures 178.71 feet along the southerly property line IThe parcel is improved with a one story frame house, attached porch and deck, and steps and landing down to beach.. All is shown on a survey prepared by Robert A. Smith L.L.S., last revised August 17,2020. , BASIS OF APPLICATION: Request for Variances from Article IV, Section 280-18; Article XXIII, Section 280- 116A(1); and the Building Inspector's June 16, 2020 Notice of Disapproval based on an application for a permit to demolish an existing single family dwelling and construct a new single family dwelling; at 1) less than the code required minimum front yard setback of 50 feet; 2) located less than the code required 100 feet from the top of the bluff; located at: 10075 Nassau Point Road, (Adj. to Little Peconic Bay) Cutchogue, NY. SCTM No. 1000-119-1- 13.1� • L Page 2,November 19,2020 #7436,Byers SCTM No. 1000-119-1-13.1 RELIEF REQUESTED: The applicant requests variances to demolish an existing single family dwelling and construct a new one story single family dwelling having a front yard setback of 35.7 feet and 50 feet setback to the top of the bluff where town code requires a minimum front yard setback of 50 feet and minimum top of the bluff setback of 100 feet. ADDITIONAL INFORMATION: The existing home, proposed to be demolished is currently located only 28.6 feet from the top of the bluff. The applicant's representative listed various comparable variances granted to neighboring properties which were also included in the application as an addendum: Appeal #7003, December 15, 2015, for 7324 Nassau Point Road, variance granted for the construction of a single family dwelling at 34 feet from the top of the bluff; Appeal No. 7128, March 15, 2018, 9775 Nassau Point Road, variance relief for a swimming pool located 51 feet from the top of the bluff; Appeal No. 7170, June 21, 2018, 9475 Nassau Point Road, variance relief for additions and alterations to a single family dwelling located 45 feet from the top of the bluff. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 5, 2020 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law$267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The property is located in an old neighborhood which consists of single-family waterfront homes. The existing home is currently located 28.6 feet from the top of the bluff. The new home is proposed to be located 50 feet from the top of the bluff. Smith Road is a gravel road that is lightly traveled. The proposed house meets the code conforming 50-foot setback from Nassau Point Road and the proposed non-conforming front yard setback from Smith Road will have little impact on the few others properties that share this small,unpaved access road. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The property is constrained on its east side which requires a 100-foot setback and on the West side by Smith Road. The 100-foot bluff setback nearly reaches the front lot line on the south side of property. It is impossible to locate a dwelling which conforms to both the 100-foot minimum bluff setback and the 50-foot minimum front yard setback. The proposed location of the house balances between the two setbacks by seeking a significant improvement in the bluff setback without overly encroaching upon the adjacent roadway. 3. Town Law 4267-b(3)(b)(3). The variance granted herein for the bluff setback is mathematically substantial, representing 50% relief from the code. The variance granted herein for the front yard setback is mathematically substantial representing 28.6% relief from the code. However,the proposed bluff setback is more conforming than the bluff setback of the existing dwelling to be demolished and the variance for the non-conforming front yard setback allows the applicant to move the home further landward of the existing bluff. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. Page 3,November 19,2020 #7436,Byers SCTM No. 1000-119-1-13.1 6. Town Law 4267-b. Grant the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new home while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Acampora, and duly carried,to GRANT the variances as applied for, and shown on the Architectural plans by Cevat Ayhan Ozan, Architect, dated March 9,2020, and labeled S23.1-08 and A 13.1-09, and the survey prepared by Robert A. Smith,L.L.S.,last revised August 17, 2020 and labeled, "Proposed Map of Property for Alison Byers." SUBJECT TO THE FOLLOWING CONDITIONS: 1) The applicant shall install an Innovative Advanced (I/A OWTS)Wastewater Treatment System as approved by the Suffolk County Department of Health. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or apossible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met; and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision snap has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one (1)year terms. Vote of the Board: Ayes:Members Weisman (Chairperson),Acampora, Dantes, Lehnert,and Planamento(5-0). X Xesliees Weisman, Chairperson Approved for filing 1114 /2020 Glenn Goldsmith,President ®F s®lf J� Town Hall Annex Michael J.Domino,Vice-President p�i`a �� 54375 Route 25 P.O.Box 1179 John M.Bredemeyer IIIS Southold,New York 11971 A.Nicholas Krupski Telephone(631)765-1892 Greg Williams a�� Fax(631)765-6641 coyNl�,� , BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application �� r-y PP �� i Wetland Permit Application , _ a III Administrative Permit f� J/ �'' Amendment/Transfer/Extension NOV 0 2020y Received Application: 11136,20 Received Fee: $ 25x•00 Completed Application: 12.F.20 Soul,oia To�;n Incomplete: Fcpar0 of 11i,�tc s SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): %p �LWRP Consistency Assessme t Form Sent: 1 -1 CAC Referral Sent: a31 P �GDate of Inspection: o 15ZI - Receipt of CAC Report: Technical Review: Public Hearing Held: I.2.0•Z Resolution: Name of Applicant Alison M.Byers,c/o Alison M.Byers,PsyD,VP Diversified Search,One Commerce Square Address 2005 Market St.,Suite 3300,Philadelphia,PA 19103 Phone Number: RL51 495-8731 Suffolk County Tax Map Number: 1000 - 119-1-13 1 Property Location: 10075 Nassau Point Road,Cutchogue (property is located on east side of Nassau Point Road at Smith Road) (provide LILCO Pole #, distance to cross streets, and location) AGENT: En-Consultants (If applicable) Address: 1319 North Sea Road,Southampton,NY 11968 Phone:631-283-6360 �l Board of Trustees Application GENERAL DATA Land Area(in square feet): 53,161 Area Zoning: R-40 Previous use of property: Residential,single family dwelling Intended use of property: Same,with new dwelling Covenants and Restrictions: Yes X No If"Yes", please provide copy. Will this project require a Building Permit as per Town Code? X Yes No If"Yes",be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals X Yes No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by Building Dept. X Yes No Does the structure(s)on property have a valid Certificate of Occupancy X Yes No Prior permits/approvals for site improvements: Agency Date Southold Trustees#4654 10-24-94 Southold Trustees#6038 12-20-04 Southold ZBA#7436 November 2020 No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation: Project Description (use attachments if necessary): Demolish existing one-story,2,254 sf dwelling structure located 28.6 feet from top of bluff and patio located 15 feet from top of bluff;construct one-story,4,929 sf single family dwelling structure,consisting of 2,045 sf habitable dwelling(with 18 Tx 22'roof deck above),562 sf carport,1,663 sf coveted decks,and 659 sf roof overhang with no structure beneath,located a minimum of 50 feet fiom top of bluff,install pervious gravel driveway and parking area,5'wide landscape steps to dwelling,3'high landscape retaining walls,landscape beds,and 4'wide earthen pathways,including path to existing bluff stairway,remove existing nonconforming septic system located 71 feet from top of bluff and install new I/A OWTS sanitary system more than 100 feet from top of bluff,relocate public water service and install underground electne service,install stormwater drainage system,clear approximately 5,390 sf of existing vegetation for new construction,and revegetate approximately 8,195 sf area(all more than 15 feet from top of bluff),truck in approximately 187 cy clean fill from an approved upland source to achieve proposed grades;and establish and perpetually maintain a 3,685 sf non-turf buffer within 15 feet of top of bluff(remove existing invasive vegetation/add native vegetation),all as depicted on the survey/site plan prepared by Squires,Holden,Weisenbacher,&Smith,last dated August 17,2020,the"Proposed Demolition&Clearing Map" prepared by Squires,Holden,Weisenbacher,&Smith,last dated August 17,2020,the"Proposed Vegetation Map"prepared by Squires,Holden,Weisenbacher,& Smith,last dated August 17,2020,and the"Proposed 15'Non-Turf Buffer Plan"prepared by Muse Design Inc,last dated March 22,2020. Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Replacement of a severely aged,preexisting seasonal dwelling with a modern,year-round,hurricane-resistant,solar-powered, net-zero energy efficient,single-family dwelling,located significantly farther landward of the top of bluff. Area of wetlands on lot: 0 square feet Percent coverage of lot: 0 oio Closest distance between nearest existing structure and upland edge of wetlands: +/-98 feet patio Closest distance between nearest proposed structure and upland edge of wetlands: +/- 130 feet covered deck Does the project involve excavation or filling? N o X Yes (as required for excavation of dwelling foundation and If yes, how much material will be excavated? TBD cubic yards installation of proposed septic and drainage structures) (clean sandy fill to be trucked in from an approved How much material will be filled? +/- 187 cubic yards upland source to achieve proposed grades) Depth of which material will be removed or deposited: +/- feet Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: See survey/site plan prepared by Squires,Holden,Weisenbacher,&Smith,last dated August 17,2020 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): See attached. WETLANDS STATEMENT OF EFFECT FOR ALISON M. BYERS 10075 NASSAU POINT ROAD CUTCHOGUE, NY SCTM#1000-119-1-13.0 The project's design features and mitigation measures listed below will mitigate potential project impacts and result in a net improvement to the environmental conditions of the property and adjacent lands, including an increase in the protection and improvement of groundwater and surface water quality and the protection and restoration of the adjacent bluff, shoreline, and tidal wetland ecosystem through increased bluff setbacks; enhanced treatment of septic waste; increased drainage capacity and decreased runoff potential; and enhancement of native vegetation buffer area that both increases protection from bluff erosion and serves as a sink and filter for stormwater runoff and the contaminants potentially contained therein. 1) The existing dwelling located 28 feet from the top of bluff will be replaced with a dwelling located at least 50 feet from the top of bluff, a roughly 78 percent increase in bluff setback; and the existing patio surface located 15 feet from the top of bluff will be permanently removed. 2) The nonconforming septic system, which is located 71 feet from the bluff, will be removed and replaced with a low-nitrogen, UA sanitary system located more than 100 feet from the bluff. Unlike conventional systems that are not designed or equipped to treat nutrients such as nitrogen, UA systems are designed to significantly reduce nitrogen loading into the groundwater and ultimately surface waters. 3) A stormwater drainage system consisting of roof gutters, leaders and drywells will be installed to collect and recharge roof runoff and runoff from other developed surfaces, including the driveway, which will also be comprised of a pervious gravel surface. 4) While approximately 5,390 sf of existing vegetative cover situated more than 15 feet from the top of bluff will need to be cleared for the proposed construction, approximately 8,195 sf of the property will be replanted with native vegetation. 5) A 15' wide, approximately 3,685 sf non-turf buffer will be established adjacent to the top of bluff, from which existing invasive vegetation will be removed and existing native vegetation will be supplemented with additional native plantings. 6) A project limiting fence will be installed to contain site disturbance and potential surface runoff during construction. As a result, the project will have no significant adverse impacts on the adjacent tidal wetlands or waters of Little Peconic Bay. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I-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 1 You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I- Project and Sponsor Information Name of Action or Project. Byers Reconstruction Project Location(describe,and attach a location map): 10075 Nassau Point Road,Cutchogue,Town of Southold,SCTM#1000-119-1-13.1,property is located on east side of Nassau Point Road at Smith Road,maps provided. Brief Description of Proposed Action: See attached project description. Name of Applicant or Sponsor: Telephone. 215-495-8731 Alison M.Byers c/o Alison M.Byers,PsyD,VP E-Mail: DrAByers@gmail.com Address: Diversified Search,One Commerce Square,2005 Market Street, Suite 3300 City/PO. State Zip Code: Philadelphia PA 19103 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. X 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: NYS DEC, SCDH, Southold ZBA, Southold Buiding X 3.a Total acreage of the site of the proposed action? 53,191 sf b.Total acreage to be physically disturbed9 +/-21,747 sf' c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 53,191 sf 4. Check all land uses that occur on,adjoining and near the proposed action. ❑ Urban ❑ Rural(non-agriculture) ❑Industrial ❑Commercial ® Residential(suburban) ❑Forest ❑Agriculture ®Aquatic ❑ Other(specify): ❑ Parkland Page 1 of 4 PROJECT DESCRIPTION FOR ALISON M. BYERS 10075 NASSAU POINT ROAD CUTCHOGUE, NY SCTM#1000-119-1-13.0 Demolish existing one-story, 2,254 sf dwelling structure located 28.6 feet from top of bluff and patio located 15 feet from top of bluff; construct one-story, 4,929 sf single family dwelling structure, consisting of 2,045 sf habitable dwelling (with 18.7' x 22' roof deck above), 562 sf carport, 1,663 sf covered decks, and 659 sf roof overhang with no structure beneath, located a minimum of 50 feet from top of bluff; install pervious gravel driveway and parking area, 5' wide landscape steps to dwelling, 3' high landscape retaining walls, landscape beds, and 4' wide earthen pathways, including path to existing bluff stairway; remove existing nonconforming septic system located 71 feet from top of bluff and install new UA OWTS sanitary system more than 100 feet from top of bluff, relocate public water service and install underground electric service; install stormwater drainage system; clear approximately 5,390 sf of existing vegetation for new construction, and revegetate approximately 8,195 sf area (all more than 15 feet from top of bluff); truck in approximately 187 cy clean fill from an approved upland source to achieve proposed grades; and establish and perpetually maintain a 3,685 sf non-turf buffer within 15 feet of top of bluff(remove existing invasive vegetation/add native vegetation), all as depicted on the survey/site plan prepared by Squires, Holden, Weisenbacher, & Smith, last dated August 17, 2020; the "Proposed Demolition& Clearing Map" prepared by Squires, Holden, Weisenbacher, & Smith, last dated August 17, 2020; the "Proposed Vegetation Map" prepared by Squires, Holden, Weisenbacher, & Smith, last dated August 17, 2020; and the "Proposed 15' Non-Turf Buffer Plan" prepared by Muse Design Inc., last dated March 22, 2020. 5. Is the proposed action, NO YES N/A a A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 7. Is the site of the proposed action located in, or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: Name:Peconic Bay and Environs,Reason:Protect public heatlh,water,vegetation, &scenic beauty,Agency: u o County,Date: 7-1 - X 8 a Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b. Are public transportation service(s)available at or near the site of the proposed action? X c. Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: X 10. Will the proposed action connect to an existing public/private water supply? NO YES If No, describe method for providing potable water- X 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: A new UA sanitary system is X proposed. 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? X X 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? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply. ❑ Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ® Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats, listed NO YES by the State or Federal government as threatened or endangered X 16. Is the project site located in the 100 year flood plain? NO YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? YES If Yes, a. Will storm water discharges flow to adjacent properties? ❑NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 18. 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: X 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: —------ X —-—------- ................. . ...... .......... --H Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or N�0YES -- completed)for hazardous waste? If Yes,describe: ...................11-1................. X ------....... ...........---Z.- ................. .................. I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Robert E.Herrmann,Coastal lvlLmt. Specialist. Date: November 23,2020 Signature: Part 2- Impact assessment,The Lead Agency is responsible for the completion ol'Part 2. Answer all of the follo%ving questions in Part 2 using the information contained in Part I and other materials submitted by the prcJecA sponsor or otherwise available to the reviewer. When answering the questions the rev iewer should be guided by the concept "Have rny 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? WWmµmmm 3. Will the proposed action impair the character or quality of the existing community? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed actioare . .....a...�n. adverscangin the existing leveof traffic or affect existing infrastrctufor 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 enqEL msery-mJon or renewableS,,ner ly qpp nunities? 7. Will the proposed action impact existin& a. public/private water supplies? b. public/private wastewater treatment utilities? & Wili the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g., wetlands, waterbodies, groundwater, air quality,flora and fauna)? Page 3 of 4 No,or Moderate small to large impact impact may may occur 10. Will the proposed action result in an increase in the potential for erosion, flooding or drainage problems? 11, Will the proposed action create a hazard to environmental resources or human health? Part 3-Determination of significance."I'lic Lead Agency is responsible for the Coll]pletion of Part 3, For every question in Part 2 that was answered""moderate to large impactmay occur",or ifthere is a need to explain why a particular element of the proposed action may or will not result in a signHIcant adverse environmental impact,please complete Part I Part 3 should. in sufficient detail, identify the.impact, including any measures or design elements th ate 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 rnky or will not be significant. F'ach potential impact should be assessed considering its setting, probability of occupIng, duration, irreversibdity, geographic scope and magnitude, Also consider the potential for short-term, long-term and cumulative impacts. 11 Check this box if you have determined,based on the information and analysis above,and any supporting docum�ntafion, 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. J11-1-31-0-AKA-C, Name of Lead Agency Date Print or T [1c,Naniepf K -pOnsible Officer in Lead Agenc y Title oaf Responsible Officer it �jgnature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 �yf.SS, .sort �r ol�9�t— aJ f' kyrJ25 1 XCND�99oE o + yojEme�son 1 m�r� av m ••qtr's Pindar 9a \` ` 7,, ��'� JIPa _"'"._.__ Vineyards PO Vineyards �I id 0 wk s �' see a ; 35. J Bedell Cellars� ms ' Pugliese Vineyards mi PS I m / i !•. EAST 1-JOG NEICK £ CUTCHOGUE Gem ,R t T. C F I BA V k F ` i �P y99°o9 1 AN71, Peconlc Bay Winery Q1E y i m 1a F y Ro I Yi', 8q!! �� 1 m PPWN o r 90 SNUB "' �5h qt' \�� \,ON W1LP0 eALDVYIN y I \�� 9a s o0y 9� \` Ptr 4"•��''`v l PQ.� Ck lye \ ,. 09 °F o z 1 ) s m APs°N �, tel/ W � � - •`; FQO Ap 5° �v FEET v oyo 1 —\ ,`\ i r,'"o. NtCK I cn cn ~ h G ¢ pLE000 ' Fl.ry,rtrrtnr °sQ F� Hog ST—SCove / mQ°4 9 NA NU\Neck P01 T s m OLD �° LOOPI 4, R 5uffolk County Hagstrom Map #45 ° ' CwchLgve I "r�,�00 Marsh Pt 16 e° i SiKS � � 6,421 o s�� ,/ � I ,a•, 80 0 OAK GiL /� RD / J Vttlh'1ezvelr' - 9< GEORGE ED Sao A; _° Old Cove ,I I FANNING RD C�, � YCLoge 32 KOUROS RO c P ® D E S M N � '"° JACKSON ❑❑ST 1 \t \,�\ 5ite(Access Via 5u6ject Property) NEW SUFFOLK \1'1 _ j Nassau Pt 2 LTTT ECDICBAY 31- ' I Board of Trustees Application 1 AUTHORIZATION (Where the applicant is not the owner) a ' 1/We, Alison M.Byers i owners of the property identified as SCTM#1000- 119-1-13.1 in the town of Southold ,New York,hereby authorizes En-Consultants to act as my agent and handle all necessary work involved with the application process for permits)from the Southold Town j Board of Trustees for this property., I G� Property Owner's Sign Property Owner's Signature Alison M.Byers I I SWORN TO BEFORE ME THIS DAY OF V-( ,20—n i I MELISSA R DEBOER wuu-t�c' NOTARY PUBLIC STATE OF NEW YORK j Notary Public SUFFOLK COUNTY { LIC.#01 DE6349898 COMM.EXP. r t i Board of Trustees Application County of Suffolk State of New York a Alison M.Byers 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 TOWN TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED, IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S)OR REPRESENTATIVES(S),TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION.WITH REVIEW OF THIS APPLICATION. Signature-,,"AfisonM. s SWORN TO BEFORE ME THIS aCA DAY OF 3t kk ,20-J�L t MELISSA R DEBOER I` NOTARY PUBLIC STATE OF NEW YORK SUFFOLK COUNTY ! LIC.#01 DE6349898 Notary Public COMM.EXP._.(O 3 I aO?�O APPLICANVAGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Towngf Southold's Code of Ethics prohUftconflicts of interest on the Bart of town officers and employees.Thgnuroose of this,f6rm.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: Byers,Alison M. (Last name,fust name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.Ifso,indicate the other person's or compaws name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building _ Variance Trustee X Change of Zone Coastal Erosion h 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,pare,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 1 t 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 f 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): f EA)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 f applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or i D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this AAay of 200 Signature Print Name Alison M.Byers Form TS 1 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: Herrmann, Rp]�,-t F (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.) NAME OF APPLICATION. (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO 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 to 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 23rd y of November 2020_ Signature E. Her Print Name rn>ann Form TS'1 i Glenn Goldsmith,President O\pS�fFQ('�-COG Town Hall Annex Michael J.Domino �� y� 54375 Route 25 John M.Bredemeyer III = P.O.Box 1179 A.Nicholas Krupski Southold;NY 11971 Greg Williams ?' ® p! Telephone(631)765-1892 ®1 �a Fax(63 1)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 4, 2021 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 'Re:'" Board of Trustees Application of Alison M. Byers, c/o Alison M. Byers, PsyD, VP 10075 Nassau"Point Road, Cutchogue - SCTM# 1000-119-1-13.1 To Whom It May Concern: " You are receiving this letter as notice that, in accordance with the Governor's Executive Order 202.1, this application is now scheduled to be he by the Southold Town Board of Trustees, via videoconferencing on Wednesday, January 20, 2021,beginning at 5:30 P.M. Please continue to check the Town's website as the meeting date approaches for the latest meeting agenda and videoconferencing information. Also enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy of the informational notice along with all other required paperwork to each of the adjacent property owners. Please keep a copy of said informational notice for your records so that you can access the meeting in order to have a conversation with the Board during your application review. Very Truly. ours, Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President O�QSVFFO(,�-`„OG Town Hall Annex Michael J.Domino �� y� 54375 Route 25 John M.Bredemeyer IIIy a P.O.Box 1179 A.Nicholas Krupski 0 ® Southold,NY 11971 Greg Williams ?' p! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARING_S WEDNESDAY, JANUARY 20, 2021 5:00PM & 5:30PM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, January 20, 2021 with,the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted. Town residents ate invited to attend the public meetings virtually via the Zoom online platform. _ Written comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.gov and diane.disalvo@towm.south6ld-.ny.us._ Said comments will be considered at the public hearing provided that they a`re submitted no later than 12:00 P:M. ' (Prevailing Time) on the day of the public hearing. The public will have access to view and listen to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. Further details about how to tune in to the meeting are on the Town's website at https://www.southoldtownny.gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM —4�OOPM. Options for public attendance: • Online at the website zoom.us, click on "join a meeting" and enter the information below. Zoom Meeting ID: 923 8675 3943 Password: 646408 • Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press*9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. Glenn Goldsmith,President O�QSOMA,COG Town Hall Annex Michael J.Domino y_ 54375 Route 25 John M.Bredemeyer III y z P.O.Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williams A � p�� Telephone(631)765-1892 Fax(631)765-6641 - BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BE ADVISED — AS PER CHAPTER 55 NOTICE OF PUBLIC HEARINGS Failure to submit the following originals to this office by or no later than 12:OOPM the day prior to the scheduled Public Hearing for your application will result in a postponement of said application. This office WILL-NOT contact you to request said information: • All original white & green certified return receipt,mail receipts stamped by U.S.P.S. • Completed original'Proof of.Mailing Form -Failure to submit the following originals to this office-by or no, later than 12:OOPM the day of the scheduled Public Hearing for your application will , result in a postponement of said application: • Original Affidavit of Posting form — DO NOT COMPLETE'SAID FORM UNTIL THE GREEN SIGN HAS BEEN IN PLACE ON THE PROPERTY FOR AT LEAST SEVEN (7) FULL DAYS. Sign the form on the eighth day that the green notice of hearing sign has been up on said premises. All green signature cards related to said application that were returned to your office should be either dropped off in our "Trustee drop box" or mailed into our office whenever they are received. These cards are not required prior to the Public Hearing, unless specifically requested for by this office. This specific requirement is subject to change. Glenn Goldsmith,1-ccaiuent O�QSUFFOj , Town Hall Annex Michael J.Domino ,�� °yam 54375 Route 25 John M.Bredemeyer IIIc a P.O.Box 1179 A.Nicholas Krupski 0 ® Southold,NY 11971' Greg Williams Telephone(631)765-1892 Fax(631)765-6641 .-BOARD-OF TOWN TRUS°°TEES,. . TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of ALISON M.BYRES, c/o ALISON M. BYERS,PsYD,VP COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT'COMPLETE THIS FORM UNTIL AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVEN DA YS PRIOR TO THE PUBLIC HEARING DATE I, _ ,residing at/dba being duly sworn, depose and say: That on the day of , 20 , I personally posted the property known as by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, January 20,20212021. Dated: (signature) Sworn to before me this day of 20 Notary Public NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees via the online Zoom platform. OWNERS) OF RECORD: ALISON M. BYERS, c/o ALISON M. BYERS, PsyD, VP SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing one-story, 2,254 dwelling structure located 28.6' from top of bluff and patio located 15' from top of bluff; construct one-story 4,929sq.ft. single family dwelling structure consisting of 2,045sq.ft. habitable dwelling with 18.7'x22' roof deck above, 562sq.ft. carport, 1,663sq.ft. covered decks, and 659sq.ft. roof overhang with no structure beneath, located a minimum of 50' from top of bluff; install pervious gravel driveway and parking area; 5'wide landscape steps to dwelling; 3' high landscape retaining walls; landscape beds; and 4' wide earthen pathways, including path to existing bluff stairway; remove existing nonconforming septic system located 71'from top of bluff and install new I/A OWTS sanitary system more than 100'from top of bluff; relocated public water service and install underground electric service; install storm-water drainage system; clear approximately 5,390sq.ft. of existing vegetation for new construction, and revegetate approximately&,,195sq.ft. area (all more than 15' from top of bluff); trucklin approximately 1$7 cubic yards clean fill from an approved upland source to achieve proposed grades; and establish and perpetually maintain a 3,685sq.ft. non-turf buffer within 15' of top of bluff(remove existing invasive vegetation/add native vegetation). Located: 10075 Nassau Point Road, Cutchogue. SCTM#1000-119-1-13.1 TIME & DATE OF PUBLIC HEARING: Wednesday, January 20, 2021 — at or about 5:30P.M. — To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project, you are invited to view the Town file(s) through the Southold Town website. To view the application files please visit: https://Www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1692 Glenn Goldsmith,President �Q FFQ(�CO �` Town Hall Annex Michael J. Domino �� 54375 Route 25 John M.Bredemeyer III C) P.O.Box 1179 A.Nicholas Krupski 0 Southold,NY 11971 Greg Williams ��Ol p!�y' Telephone(631)765-1892 �ccc" Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of ALISON M. BYRES, c/o ALISON M. BYERS, PsyD,VP COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE I� Robert E. Hermmnn , residing at/dba En-Consultants 1319 North Sea Road, Southampton, NY 11968 being duly sworn, depose and say: That on the 12thday of January , 20 21 , I personally posted the property known as 10075 Nassau Point Road, Cutchogue: SCIM #1000-119-1-13.1 by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,January 20, 2021. Dated: (sign to Sworn to before me this "otaryy dof an 20?l KIPS H . STEPHEHS NOTARY PUBLIC STATE OF NEW YORK c COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2. :zO24 NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Alison M.Byers SCTM#1000-119-1-13.1 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Demolish existing one-story,2,254 sf dwelling structure located 28.6 feet from top of bluff and patio located 15 feet from top of bluff, construct one-story,4,929 sf single family dwelling structure,consisting of 2,045 sf habitable dwelling(with 18 7'x 22'roof deck above),562 sf carport,1,663 sf covered decks,and 659 sf roof overhang with no structure beneath,located a minimum of 50 feet from top of bluff,install pervious gravel dnveway and parking area,5'wide landscape steps to dwelling,3'high landscape retaining walls,landscape beds,and 4'wide earthen pathways,including path to existing bluff stairway,remove existing nonconforming septic system located 71 feet from top of bluff and install new I/A OWTS sanitary system more than 100 feet from top of bluff,relocate public water service and install underground electnc service,install stormwater drainage system;clear approximately 5,390 sf of existing vegetation for new construction,and revegetate approximately 8,195 sf area(all more than 15 feet from top of bluff),truck in approximately 187 cy clean fill from an approved upland source to achieve proposed grades;and establish and perpetually maintain a 3,685 sf non-turf buffer within 15 feet of top of bluff(remove existing invasive vegetation/add native vegetation),all as depicted on the survey/site plan prepared by Squires,Holden,Weisenbacher,&Smith,last dated August 17,2020,the"Proposed Demolition& Clearing Map"prepared by Squires,Holden,Weisenbacher,&Smith,last dated August 17,2020,the"Proposed Vegetation Map" prepared by Squires,Holden,Weisenbacher,&Smith,last dated August 17,2020,and the"Proposed 15'Non-Turf Buffer Plan" prepared by Muse Design Inc,last dated March 22,2020 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 10075 Nassau Point Road,Cutchogue 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wed,January 20,2021 @ 5:30 PM via Zoom(meeting access info attached) You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. Alison M.Byers,c/o Alison M.Byers,PsyD,VP Diversified Search,One Commerce Square PROPERTY OWNERS NAME: 2005 Market St., Suite 3300 MAILING ADDRESS: Philadelphia,PA 19103 PHONE #: 215-495-8731 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road, Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: #1000-119-1-10 107 Emilys Way Christopher&Johanna Stabile East Setauket,NY 11733 #1000-119-1-14.2 PO Box RKM Alison Byers&Lawrence Busch Ligonier,PA 15658 91000-119-1-15 3444 Carrollton Aenue John&Jane Ingrilli Wantagh,NY 11793 #1000-119-1-16 317 Vineyard Road Michael&Mary Heagerty Huntington,NY 11743 STATE OF NEW YORK COUNTY OF SUFFOLK Robert E.Herrmann doing business at En-Consultants 1319 North Sea Road Southampton,NY 11968 , being duly sworn, deposes and says that on the 8th day of January.•; 720 21 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Southampton , that said Notices were ailed to each of said persons by (certified)() mail. d Robert E. r�mann Coastal Managment Specialist Sworn to before me this day of qQa4A4 ,20 C ary Er Er . o M o Certified Mail Fee Certified Mail Fee J Extra Services&Fees(check box,add fee as appropriate) �F O $ ❑Return Receipt(hardcopy) $ Extra Services&Fees(check box,add lee as appropNate) p ❑ Return Receipt(electronic) $ 1: ❑Return Receipt(hardcopy) $ y �/ Postmark O ❑Return Receipt(electmi lc) $ r postmarki ❑Certified Mall Restricted Delivery $ '0(/ Here I 0 E]Certified Mail Restricted Delivery $ p'1�' 1•r'rPr"''f O ❑Adult Signature Required $ C•�f jt: s E]Adult Signature Restricted Delivery$ f -� O E]Adult Signature Required $ ; 13 Postage Q []Adult Signature Restricted Delivery$ Q' Postageru $ r-q Total P< - — - -, ru $ $ �e9� t9 Total Pt ��,:. .�`(,•< ru Sent To Christopher&Johanna"S'tab7le a Sent To 107 Emilys Way o Michael&Mary Heagerty - r_ Streets --- � eefa 317 Vineyard Road ------ crry;Sri East Setauket, NY 11733 ---------- fciil.s<< Huntington,NY 11743 --------- Hill t , -a Ir o m E IEr C3 ED Certified Mail Fee Certified Mail Fee �- fir\ $ Extra Services&Fees(checkbox,add fee as appropriate Extra Services&Fees(check box add lee es eppropdate) 0 ❑Return Receipt(hardcopy) $ =' r3 ❑Return Receipt(hardcopy) $ P�� 0 ❑Return Receipt(electronic) $ !� ❑ Return Receipt(electronic) $ J ,(f Postmark �l IZI ❑Call Mall Restricted Delivery $ _Vq P Htmark •1 i 0 ❑❑Certified gMall RestrictedDelivery $ tV � Q ❑Adult Signature Required $ ^I�/ 0 Adult Signature Required ( ❑Adult Signature Restricted Delivery$ El Adult Signature Restricted Delivery$ •moi 0 Postage 00" Postage 1T' ru $ i(9� ru $ \� ii Total Postag \;r ,� ®�, r i Total Pc \�r;,•(,"^'^7 �' j $ �-':>. •�'is=s C3 $ Alison Byers &Lawrence_ i se rru sent ry John&Jane Ingrilli �` xJ% 0 Sent To Y C3 sveera 3444 Carrollton Aenue C3 streetaitrlAE g onPO BOX RKM P- Ligonier,PA 15658 Wantagh, NY 11793 I_ crfy,-bYi '--------- Lity-State,Z -- 1/13/2021 USPS com®-USPS Tracking®Results Tracking Number: 70201290000004683996 Your package is moving within the USPS network and is on track to be delivered to its final destination. It is currently in transit to the next facility. In-Transit January 12, 2021 In Transit to Next Facility Get Updates Text & Email Updates Tracking History January 12, 2021 In Transit to Next Facility Your package is moving within the USPS network and is on track to be delivered to its final destination. It is currently in transit to the next facility. January 8, 2021, 8:48 pm Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER https://tools usps.com/go/TrackConfirmAction?gtc_tLabels'1=70201290000004683996 1/1 1/13/2021 USPS.com®-USPS Tracking®Results Tracking Number: 70201290000004683989 Your item was delivered to an individual at the address at 12:34 pm on January 11, 2021 in EAST SETAUKET, NY 11733. Delivered January 11, 2021 at 12:34 pm Delivered, Left with Individual EAST SETAUKET, NY 11733 Get Updates Text & Email Updates Tracking History January 11, 2021, 12:34 pm Delivered, Left with Individual EAST SETAUKET, NY 11733 Your item was delivered to an individual at the address at 12:34 pm on January 11, 2021 in EAST SETAUKET, NY 11733. January 10, 2021, 7:09 pm Departed USPS Regional Facility MID NY DISTRIBUTION CENTER January 8, 2021, 8:48 pm Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER https//tools usps.com/go/TrackConfiirmAction?tRef=fullpage&tLc=4&text28777=&tLabels=70201290000004683989%2C70201290000004684009%2C 1/13/2621 USPS.com®-USPS Tracking®Results Tracking Number: 70201290000004684009 Your package is moving within the USPS network and is on track to be delivered to its final destination. It is currently in transit to the next facility. In-Transit January 12, 2021 In Transit to Next Facility Get Updates Text & Email Updates Tracking History January 12, 2021 In Transit to Next Facility Your package is moving within the USPS network and is on track to be delivered to its final destination. It is currently in transit to the next facility. January 10, 2021, 4:34 am Departed USPS Regional Facility MID NY DISTRIBUTION CENTER January 8, 2021, 8:49 pm Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER https•//tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=4&text28777=&tLabels=70201290000004683989%2C70201290000004684009%2C .. 1/1 1/13/2021 USPS.com®-USPS Tracking®Results Tracking Number: 70201 29000000468401 6 Expected Delivery on WEDNESDAYI 13 by JAN2021UARY 8:OOpm Out for Delivery January 13, 2021 at 7:56 am Out for Delivery, Expected Delivery by 8:00pm HUNTINGTON, NY 11743 Get Updates Text & Email Updates Tracking History January 13, 2021, 7:56 am Out for Delivery, Expected Delivery by 8:00pm HUNTINGTON, NY 11743 Your item is out for delivery on January 13, 2021 at 7:56 am in HUNTINGTON, NY 11743. January 13, 2021, 7:45 am Arrived at Unit HUNTINGTON, NY 11743 January 12, 2021 In Transit to Next Facility January 11, 2021, 7:43 pm Departed USPS Regional Facility MID NY DISTRIBUTION CENTER January 8, 2021, 8:48 pm Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER https.//tools.usps.com/goFFrackConfirmAction?tRef=fullpage&tLc=4&text28777=&tLabels=70201290000004683989%2C70201290000004684009%2C .. 1/2 EN-CONSULTANTS January 19, 2021 Town of Southold Board of Trustees 54375 Main Road Post Office Box 1179 Southold,New York 11971 Re: Alison Byers 10075 Nassau Point Road, Cutchogue SCTM#1000-119-1-13.1 Dear Board of Trustees: In accordance with the memo regarding Chapter 55 Notice of Public Hearings, attached for your files are additional green signatures cards received related to the January 20,2021 hearing for the above referenced application Sincer ly, Y Kim ep e Enc. 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting SENDER: COMPLETE THIS SECTION • ON DELI VERY � j ■ Comp Fete items i,2,and 3. •A: Sig I ■ Print your name and address on the reverse X ❑Agent so that we can return the card to you. ❑Addressee ca ■ ■ ■ ■ Attach this card to the back of the maiipiece, _ B• ceived by(Printe Name) C�Date pf Delivery o o > CO 0 o I or on the front if space permits. t 71 �r w o w •+ ■ 1. Article Addressed to: _ m 0.� w� 3 D. Is delivery address different from item 1? ❑Yes Co C3 I _ a °c G) if YES,enter delivery address below: ❑No a .. _16 ru .� a _m (1) m �--• m 00 A 0 � • c_ 0 CD C '.� -e w Q =Q- , (D NL-J - - ------- , ni g O C= 1 1 C3 -M I o s m m rt a Christopher&Johanna Stabile 1 in x 0 w m% a 107 Emilys Way Z O O. O -� c> p m W 3.' Service Type ❑Priority Mail Express@ t q o s; y East Setauket, NY 11733 ❑Adult Signature ❑Registered MailTM I O w � uJ rt 0-0 ❑p9uit Signature Restricted Delivery ❑Registered Mail Restricted O O I lAde fled Mail@ Delivery N •C �- ----- - 13 Certified Mail Restricted Delivery 13 Return Receipt for c E33 m ---- _ - 13-Collect on Delivery Merchandise I a 2' 7020 12 9 2 0000 D.4 6 B 3989 13--livery Restricted Delivery 13 Signature ConfirmationTM Signature Confirmation CA1Restricted Delivery Restricted Delivery Er o I j m y ca SD (over$500) = � l PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt O - DL-• 31313m ❑50 u - � c �w❑9c �v P3 CD X • f �a�NNo' moo. 0 i ,= �� mm �»m m Set: ��1_i*9�c m m e SENDER: COMPLETE COMPLETECL • ON w {� Complete items 1,2,and 3• A Sign to U v Q g y ` ) I i ■ Print your name and address on the reverse 1 a o CR Q so that we can return the card to you. X ❑AA nt z v z c Z ■ Attach this card to the back of the maiipiece, B. Received by tin ed Na „O°ressee a or on the front if space permits. M ) - C.Date of elivery v H o 1. Article Addressed to: 1 �), 3 ❑❑ ❑ ❑❑❑ m D. Is delivery address differ nt from item 1? ❑Yes ,g`g0�m s I If YES,enter delivery address below: EMO C Di LN io Q.O.W ❑1] ❑❑ I I� m CCD �wi m 3m � •' h1^ ��Oa((QDCD - —i e John&Jane Ingrilli D o N i m_ 3444 Carrollton Aenue 3. senrtcelype ElAdult Signature ❑Priority Mail Expresso Wantagh, NY 11793 ; ❑ uit Signature Restricted Delivery E3 Registered Mall- Certified Mail@ ry ❑Registered Mail Restricted E3 Certified Mail ReDelivery ^- -�-A•--�- �_�_ _ �� I ❑Collecton Delivery stricted Delfve ry ❑Return Receipt for :nea_Inhd Merchandise ' a 2 a 1290 C_ollect on Delivery Restricted Delivery ❑Signature ConfirmationTM 0 2 2 0 2 4 6 8 4['][][ Mail' ;❑Signature Confirmation Mall I Restricted Delivery ,- Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000 9053 O —— - - ---- — - —--- -- - Dornestie•Returd-Receipt,.' COMPLETECOMPLETE THIS SECTION ON DELIVERY ■ Complete item's 1;2,and.3. . - A slgna e �� ■ Print your name.and address on the reverse- 8'Agent so that we can return the card to you. W ❑Addressee ■ Attach this card to the back of the mailpiece, B. Rece by(Printe Na ) C.Date of Delivery br on the front if space permits, too /Sov 1. Article Addressed to: - D. Is delivery addressdilfferent from item 1? ❑Yes If YE(is ter delivery address below. [3 No . Qj CO�tocc Alison Byers&Lawrence Busch � - PO Box RKM 3. Service Type ❑Priority Mail Express@ f ❑Adult Signature ❑Registered MallTM I Ligonier,PA 15658 ❑9dultSignatureRestricted Delivery ❑Registered Mail Restrictedt ertified Mail® ', `•" Delivery 1 ❑Certified Mail Restricted Delivery ❑Return Receipt for i ❑Collect on Delivery' Merchandise i -.__�— ❑.Collect an DeliveryRestricted Delivery ❑Signature ConfirmationTM 2. — - -�-- 2 --- --' :.1 -• .; I I, ❑Signature Confirmation 7020 12;9 0 000,0 -0468 3996, ; . Restrictetl Di ivery'' ' ' Restricted Delivery PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt SECTION •MPLETE THIS SECTION ON DELIVERY Complms 1,2,and 3. A Si ature s.Print:yo- me and address on the reverse X _ / s E3 Agent b so thai' an return the card to you. l / 11 Addressee ■ Attach this card to the back of the mailpiece, B. R c 'ved by iintte Name) C. Date of Delivery or on the front if space permits. l� J 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes 4'L If YES,enter delivery address below: ❑No Michael&Mary Heagerty f 317 Vineyard Road 3: Service Type ❑Priority Mail Expresso Huntington,NY 11743 ❑Adult ignature ❑Registered MallTM ❑A�Signature Restricted Delivery ❑Registered Mail Restricted rtified Mali® Delivery ❑Certified Mail Restricted Delivery ❑Return Receipt for �;_,_�,..��__.r_� El Collect on Delivery Merchandise 2'i —`- --` ^^^slivery Restricted Delivery ❑Signature Confirmation- 1,701,8, ;1830 onfirmation- j 7 018, ;18 3 0 0000-1709 ;4 3 7 3 _ 1 ❑Signature Confirmation Restricted_Dellj ipty i I i i Restricted Delivery toverm ! Pt S Form 3811,July 2015 PSN 7530-02-000-9053 — _ Domestic Return Receipt I L _ , Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM `b PROPERTY LOCATION: S.C.T.MA THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Q( 1000 111 9 6.4 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN i`sEricF 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 53 the Scope of work for Proposed Construction) 191 Sf Generated by a Two(2")Inch Rainfall on Site? (S.F./Acres)) El(This item will include all run-off created by site b,What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed 21,747 Sf Site improvements and the permanent creation of construction activity? (S F/Acres) impervious surfaces.) 2 Does the Site Plan and/or 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 See attached project description. Slopes Controlling Surface Water Flow, 3 Does the Site Plan and/or Survey describe the erosion X ❑ and sediment control practices that will be used to control site erosion and storm water discharger This Item must be maintained throughout the Entire Construction Period 4 WilEx this Project efhere any Land e to t ,Grading or ❑ Excavation where there is a change to the Natural Existing Grade involving more than 200 Cubic Yards of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess,of Five Thousand (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 ElX are 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_ Q (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit O Will Driveways,Parking Areas or other impervious for 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, ❑ 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? identify potential sources of pollution which may reasonably be expected to affect the (This item will NOT include the installation of Driveway Aprans.) quality of storm water discharges NOTE-If Any Answer to Questions One through Nine is Answered with a Check Mark 3 All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 3,000 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 theprinciples and radices of Storm Water Management Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit g P 8 (NOTE A Check Mark(X)and/or Answer for each Question is Required for a Completed Application) STATE OF NEW YORK, COUNTY OF -Suffolk lk---------------------- SS That I, Robert E.Herrmann -- being duty sworn,deposes and says that he/she is the applicant for Permit, (Name of individual 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 thibesol s 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; ---------------------------23rd--------day of,---- November-------------- ,2020 NotaryPublic ----------------------------------------------------------- Applicant) FORM - 06/10 PROJECT DESCRIPTION FOR ALISON M. BYERS 10075 NASSAU POINT ROAD CUTCHOGUE, NY SCTM#1000-119-1-13.0 Demolish existing one-story, 2,254 sf dwelling structure located 28.6 feet from top of bluff and patio located 15 feet from top of bluff, construct one-story, 4,929 sf single family dwelling structure, consisting of 2,045 sf habitable dwelling (with 18.7' x 22' roof deck above), 562 sf carport, 1,663 sf covered decks, and 659 sf roof overhang with no structure beneath, located a minimum of 50 feet from top of bluff, install pervious gravel driveway and parking area, T wide landscape steps to dwelling, 3' high landscape retaining walls, landscape beds, and 4' wide earthen pathways, including path to existing bluff stairway; remove existing nonconforming septic system located 71 feet from top of bluff and install new I/A OWTS sanitary system more than 100 feet from top of bluff, relocate public water service and install underground electric service; install stormwater drainage system; clear approximately 5,390 sf of existing vegetation for new construction, and revegetate approximately 8,195 sf area (all more than 15 feet from top of bluff); truck in approximately 187 cy clean fill from an approved upland source to achieve proposed grades; and establish and perpetually maintain a 3,685 sf non-turf buffer within 15 feet of top of bluff(remove existing invasive vegetation/add native vegetation), all as depicted on the survey/site plan prepared by Squires, Holden, Weisenbacher, & Smith, last dated August 17, 2020; the "Proposed Demolition & Clearing Map" prepared by Squires, Holden, Weisenbacher, & Smith, last dated August 17, 2020; the "Proposed Vegetation Map" prepared by Squires, Holden, Weisenbacher, & Smith, last dated August 17, 2020; and the "Proposed 15' Non-Turf Buffer Plan" prepared by Muse Design Inc., last dated March 22, 2020. r r 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 si nificant 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 SCTM# 119 - 1 - 13.1 PROJECT NAME Alison M.Byers 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: Demolish existing one-story,2,254 sf dwelling structure located 28.6 feet from top of bluff and patio located 15 feet from top of bluff,construct one-story,4,929 sf single family dwelling structure,consisting of 2,045 sf habitable dwelling(with 187x 22'roof deck above),562 sf carport, 1,663 sf covered decks,and 659 sf roof overhang with no structure beneath,located a minimum of 50 feet from top of bluff,install pervious gravel driveway and parking area,5'wide landscape steps to dwelling,3'high landscape retaining walls,landscape beds,and 4'wide earthen pathways,including path to existing bluff stairway,remove existing nonconforming septic system located 71 feet from top of bluff and install new I/A OWTS sanitary system more than 100 feet from top of bluff;relocate public water service and install underground electric service;install stormwater drainage system;clear approximately 5,390 sf of existing vegetation for new construction,and revegetate approximately 8,195 sf area(all more than 15 feet from top of bluff);truck in approximately 187 cy clean fill from an approved upland source to achieve proposed grades;and establish and perpetually maintain a 3,685 sf non-turf buffer within 15 feet of top of bluff(remove existing invasive vegetation/add native vegetation),all as depicted on the survey/site plan prepared by Squires,Holden,Weisenbacher,&Smith,last dated August 17,2020,the"Proposed Demolition&Clearing Map"prepared by Squires, Holden,Weisenbacher,&Smith,last dated August 17,2020;the"Proposed Vegetation Map"prepared by Squires,Holden,Weisenbacher,&Smith, last dated August 17,2020;and the"Proposed 15'Non-Turf Buffer Plan"prepared by Muse Design Inc.,last dated March 22,2020 Location of action: 10075 Nassau Point Road,Cutchogue Site acreage: 53,161 sf Present land use: Residential,single family dwelling 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: Alison M.Byers,c/o Alison M.Byers,PsyD,VP (b) Mailing address: Diversified Search,One Commerce Square 2005 Market St.,Suite 3300,Philadelphia,PA 19103 (c) Telephone number: Area Code 215-495-8731 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No VN 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 1:1No ® 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 site is protected by a bulkhead at the toe of bluff,but the proposed dwelling will also be constructed at least 22 feet farther from the bluff than the existing structure;and the existing patio surface located only 15 feet from the top of bluff will be permanently removed, thus further minimizing the risk of potential erosion damage,consistent with Policy 4. 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 ALISON M.BYERS 10075 NASSAU POINT ROAD CUTCHOGUE,NY SCTM#1000-119-1-13.1 POLICIES 5 & 6 Consistent with the goals of Policies 5 and 6 of the Local Waterfront Revitalization Program and Chapter 275, Wetlands, the below plan features will mitigate potential project impacts and result in the protection and improvement of groundwater and surface water quality and the protection and restoration of the adjacent bluff, shoreline, and tidal wetland ecosystem through increased bluff setbacks; enhanced treatment of septic waste; increased drainage capacity and decreased runoff potential; and enhancement of native vegetation buffer area that both increases protection from bluff erosion and serves as a sink and filter for stormwater runoff and the contaminants potentially contained therein. 1) The existing dwelling located 28 feet from the top of bluff will be replaced with a dwelling located at least 50 feet from the top of bluff, a roughly 78 percent increase in bluff setback; and the existing patio surface located 15 feet from the top of bluff will be permanently removed. 2) The nonconforming septic system, which is located 71 feet from the bluff, will be removed and replaced with a low-nitrogen, I/A sanitary system located more than 100 feet from the bluff. 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. 3) A stormwater drainage system consisting of roof gutters, leaders and drywells will be installed to collect and recharge roof runoff and runoff from other developed surfaces, including the driveway, which will also be comprised of a pervious gravel surface. 4) While approximately 5,390'sf of existing vegetative cover situated more than 15 feet from the top of bluff will need to be cleared for the proposed construction, approximately 8,195 sf of the property will be replanted with native vegetation. 5) A 15' wide, approximately 3,685 sf non-turf buffer will be established adjacent to the top of bluff, from which existing invasive vegetation will be removed and existing native vegetation will be supplemented with additional native plantings. 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 South, 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. F-1Yes ElNo ® 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. 1:1 No ® Not Applicable F-1 Yes 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 TITLE Coastal Management Specialist D ATE November 23,2020 Robert E.H Amended on 811105 EN-CONSULTANTS �} liff1 , � i November 23,2020 U 6�•� +' �, I U/1 t Town of Southold Board of Trustees NOV 3 0 2020 54375 Main Road Post Office Box 1179 Sot;,b)ldio,,vn Southold,New York 11971 Board of Trustees Re: Alison M.Byers 10075 Nassau Point Road, Cutchogue SCTM#1000-119-1-13.1 Dear Board of Trustees: In regard to the above referenced property, enclosed are the following for the Board of Trustees review: 1. Four(4)Wetland&Coastal Erosion Permit Applications including: a) Authorization&Disclosure Forms; b) Short Environmental Assessment Form; c) LWRP Consistency Assessment Form. 2. Photographs. 3. Copy of Zoning Board of Appeals Findings,Deliberations and Determination for File#7436, meeting date November 19,2020. 4. Map of Property; Proposed Map of Property; Proposed Demolition&Clearing Map; and Proposed Vegetation Map, all prepared by Squires,Holden,Weisenbacher& Smith, last dated August 17,2020. 5. Proposed 15' Non-Turf Buffer Plan prepared by Muse Design, Inc., last dated March 22,2020. 6. One(1) full-size set of elevations prepared by Faruk Yorgancioglu,Architect,Drawing Numbers A13.1- 08 &Al 3.1-09, dated March 9,2020. 7. Application fee of$250.00. I hope this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Sincerely, Robert E. Herrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631283 6360 f 631.283.6136 www.enconsultants.com environmental consulting