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Home My WebLink AboutTR-10083 Glenn Goldsmith,President rjf SO(/�y Town Hall Annex A. Nicholas Krupski;Vice President ,`O� ®l0 54375 Route-25 'P.O. Box 1179 Eric'Sepenoski * jog Southold, New York 11971 Liz Gillooly CA Q Telephone(631) 765-1892 Elizabeth Peeples Fax"(631) 765=6641 • ��4UNTY,�� BOARD OF TOWN TRUSTEES TOWN OF SOTJTHOLD . . . - SOUTHOLD TOWN BOAYtD:OF TRUSTEE YQU ARE REQUIRED TO CONTACT THE OFFICE Of THE BOARD OF TRUSTEES.' :.. :. 72 HOURS PRIOR TO COMMENCEMENT O:F:THE ACTLVLTIES:CHECKED OFF BELOW: 77.77 INSPECTION SCHEDULE Pre construction, hay bale-linefsilt boom/silt:curtaih 1st day.of construction constructed X V1lhen project complefe,.call for compliance inspection, 1 - W. • mss•, ..' ,101°Oer ... .::'p,♦01• v�11°0'1r ANEW �:- _ - We0 -_ '�- �1111P°°ir10°°j 11�1ePrP°rir/%oppaJ SII°f�/�-°Or0°D/D1 ` _ �` .l �"..A11'F'K.",..2�•1.�,aft;�,e7.�.!'4aiN'Tk4'C,"4;!eSY,�4.E�.�'4:�'4'T.b..E.�..'4x✓,.kf�'�T'l2L!!�';7Wd•'G.'rP�S!kS'�4.Y,,.��'1.!.!"'L� '''"G�'b�'�T,'<dEb�1,.+>.,�E:4!dde'J�:'45f�'„e''.'.E'.'.,,A,F•AGb'4';e�C!#"'{1,65.41�.5'E'..�A1.1��2,�'S�N�S.t.»,:�..__G.te?>+d..,4n'.4;tS �:',�31 .S1 � ry., : a' �a` C a • ''10PrP BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK e :•ly` .. � Ir` � s PERMIT NO. 10083 DATE: FEBRUARY 16,2022. i ;111'1� �/°►°il°° .. r ISSUED TO: ALEXANDRA FOX STERN 1997 TRUST c/o JOLYON F. STERN,TRUSTEE _ h PROPERTY ADDRESS': 63165 C.R. 48,GREENPORT e 144 SCTM#: 1000-40-1-14 G 1c°1'P 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 February 16,2022,and 1 in consideration of application fee in the sum of$250.00 paid by Alexandra Fox Stern 1997 Trust and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: u ^mote` Wetland Permit to construct a 1,863sq.ft.two-story,single family,dwelling with attached garage in-place I°e'►oo° �{ of existing 1,686s • ., 1 &2 story dwelling,and 43s •f. and 134s •f. porches(existing dwelling '= 1 foundation to remain,with structural reinforcement provided if/as needed; new foundation to be 2 provided for portion of new dwelling constructed in place of existing porches); remove existing 89sq.ft. °,,®404 and 169sq.ft.second-floor decks,and resurface existing 1,184sq.ft.deck to remain; construct 427sq.ft. Ns «f #: deck addition to landward side of existing deck.with 6.3'x14'stairway to grade and,14'x20.5' pergola above; remove existing 294sq.ft. masonry patio,and construct 299sq.ft.porch addition on landward sider °° x `QIP of reconstructed dwelling with 8'x10 entry stair; remove existing septic system and install new I/A ►Ili :._ sanitary system, utilizing approximately 77 cubic yards of ratable soil to.replace existing subsoils; and to install a stormwater drainage system; establish and perpetually maintain a 10' wide non-turf.buffer 22 landwardof to of bluff; and as depicted on the site.plan prepared b Jeffrey T.Butler P.E. last dated P � P P P P Y Y 7 ' ° February 14,2022,and stamped approved on February 16,202.2: °+ •:ei4e4 s s P+1�iA IN WITNESS WHEREOF,the said Board of Trustees hereby causes its.Corporate Seal to be affixed,and these resents to be subscribed b a majority of the said Board as of the 16th da of February,2022. III►I ;, ` P Y j h' Y ry' 4L 4\l g�FF01 W 17 cow 4' 10 0 1 ,� �► ` r + -,r?—�SIW�.SXw".i1�i�w`iiFi�✓>�J,Y'iwYu'%�i��.,25.P�t awat!`,.,1�:u'ax"°'7uu`.�)".�7rFitua'tirai3kwl]a��ve 5. iri;i.alpdSati,.,.,��:��.�`. e�a�.l'�,�r�au.�'}'uY,aln�"ii. ;Ce.�.us&.fiS3G.)la�a':'�C,.aaii;a�aa;�:u,.�rc°f,F�:,')i5`,Pw"�Sa�4�il'SC�•i,.aii.�a�r. .:- ? ,. • �.. .} ,.. e$ 1 + :� Lr40 e4e+++�e�+ `• °t.:4°� a+ef++ °nli4i+P+P+.° ce4i°°1+Pe° � 11�^ � ,. o r TERMS AND CONDITIONS The Permittee, Alexandra Fox Stern 1997 Trust c/o Jolyon F. Stern, Trustee, residing at 63165 C.R. 48, Greenport 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. 1 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 OF-SOUJy Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 . Eric Sepenoski y0i l�[. 'r Southold,NewYork.11971 Liz Gillooly CA G Q Telephone(631) 765-1892 Elizabeth Peeples Fax(631).765.-_6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 24,.2022 Robert E. Herrmann En-Consultants .1319 North Sea Road Southampton,.NY:.11968 RE: ALEXANDRA FOX STERN.1997 TRUST c/o JOLYON;F.STERN, TRUSTEE 63165 C.R. 48,GREENPORT SCTM# 1000 40-1 14 :. Dear.Mr: Herrmann.. The Board of Town Trustees took the following action during its regular meeting held on . Wednesday,. February 16; 2022 regarding"the' above matter: WHEREAS, En,-Consultants on behalf of ALEXANDRA FOX STERN 1997 TRUST.c/o JOLYON'F STERN, TRUSTEE applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the SoUt hold Town Code;the.WetlandI Ordinance.of the Town of Southold; application tlated December 23,.2021 `and; „ WHEREAS; said'app licationwasre erre to the;Southold Town Conservation Ativisory Council and to the Local INaterfront.Revitalization Program.Coordinatorfor their:fndings`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 , February 1'6; 2022; at which time all.interested persons were given an opportunity to be heard, and,. WHEREAS, the Board members have personally Viewed 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 ALEXANDRA FOX STERN 1997 TRUST c/o JOLYON F.STERN, TRUSTEE to construct a 1,863sq.ft. two-story;.single family dwelling with attached garage in-place of existing.1�6.86sq.ft., 1 &.2 story dwelling, and 43sq.ft. and 134sq:ft. porches (existing dwelling foundation to remain, with structural reinforcement provided if/as needed; new foundation to be provided for portion of new dwelling constructed in place of existing porches); remove existing 89sq.ft. and 169sq.ft. second=floor decks, and resurface existing 1,184sq.ft. deck to remain; construct 427sq.ft. deck addition to landward side of existing deck with 6.3'x14' stairway to grade and 14'x20.5' pergola above; remove existing 294sq.ft. masonry patio, and construct 299sq.ft. porch addition on landward side of reconstructed dwelling with 8'x10 entrystair; remove existing septic system and install new I/A sanitary system, utilizing approximately 77 cubic yards of ratable soil to replace existing subsoils; and to install a stormwater.drainage system; establish and perpetually maintain a 10' wide non-turf buffer landward of top of bluff; and as depicted on the site plan prepared by Jeffrey T. Butler, P.E., last dated February 14, 2022., and,starriped approved on February.16, 2022. 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: $50.00.1 Very truly yours,. XenndPith " President, Board of Trustees GG/dd 4 + / EXISTING SUB.IEGT PROPERTY CURRENTLY: 30 40 /4z / /+/ DECK /' /' /' /' /' 46'/ � / . �� + + f N/O/F RONALD E.SPILLANE EX.WOOD STAIR, / / 44' / / { EXISTING SGTM No 1000-40-I.O-110 ,RI:r w° � +a 'y+ "." ''-"=r° Rw' u�t-'. 5 4 r� 15 DEVELOPED AND 15 CONNECTED TO PUBLIC WATER,SERVICED W/PWR/COM•4/CTV VIA / / 50 S�r + +�/ I • • �� ,,i°: '': •' `r ++ '�,� is / -- HALK5 AND / � / � � � 14"GH)�RRY / 15TOPY 63403 NORTH RD � '� � *� �°°' °'" � / UDER6ROUND LINES TAPED FROM UTILITY POLE Nb.431D AND SUPPLIED W/LP VIA BURIED , / / 4g / � + �• ;, t:: LL. .. •r ." ;° :+ ,•, _' ,+ o TANK IN FRONT YARD AS NOT®ON PLAN PLATFORMS TO / / / / / 56 DWELLING r«'wr r / x DEVELOPED PUBLIC WATER t . . Fs r m , BEAGN TO REMAIN / / / + �' / I a. r«� z �.� 's w, / LONG TSLAND 5 ": . ' a``- ' ' pp STORM DRAINAGE SYSTEM: ,z / PROPOSED 2 STY FR DWELLING souND,yr r .i�h �� r a -COASTAL / / J l I TO BE CONSTRUCTED OVER EXIST.DWELLING - ,r k (2)STORM DRAINAGE DRYWELL.STRUCTURES EXIST ON THIS SITE,(2) ADDITIONAL DRAINAGE � � / �+ 'f� . 52 � c�••? :^' +� � y"� ER05ION HAZARD LINE / I / PROPOSED CONSTRUCTION OCCURS / COMPONENT5 ARE PROP05ED FOR T1415 SITE. EX AND PROP.COMPONENTS WILL MAINTAIN / / 54 56 + + ! AND PORC 4S pbbb SF+43 SF+ 134 5F) �� .fi x�: � �' ., ;*`� P �+,• , , / A5 5GA1.ED FROM COASTAL, / j, / I ON/WITHIN THE EXI5TIhl6 : a F "":"9 h / A 10 SEPARATION TO ALL SANITARY STRUGT'S. All DRAINAGE STRUCTURES SHALL BE / + + NEW DWELLING AREA-1883 SQ.FT. � r EROSION HAZARD AREA / / I 54 / REMAINING FOUNDATION s wx•3? .;..r fop/ / , PLACED IN ACCEPTABLE LEACHING SOILS AS APPROVED BY THE TOWN EEN61NEER IN THE / �+ + // NEW COVERED PORCH AREA-299 SQ FT. , �`��,`� ' , ,,. � as,i s�'„?� "F . EVENT POOR LEAGHIN6 MATERIAL 15 ENCOUNTERED,EXCAVATION 15 TO BE CONTINUED TO MAP PHOTO No.53-595-83 r /+ + J / I l NEW FOUNDATION/FOOTINGS ` "t ' ' ¢'e; 's Y• '' / // SHEET 13 OF 49 / ,� / NOTE: ';.:'. o�! / P / / / SUITABI E MATERIAL AND SACK FILLED A5 DETAIL. + + 52 /' / / SHALL BE PROVIDED FOR NEW 2 , / EX15 INS FOUJD k.. •,FR, F, �.k w / I+ + / / / T ATION TO RE4AIN,WITH PORCH Y' I'!1hx ;" ;. �< . .,. ., • , `Y 2e Cly' / / / / / J / 18"CHERRY ; p' r. s r ;''' x ✓•':` / // / / /� TIRO TRA REINFORCE AS NEEDED WITHIN a' .� ��J.,� � „�i,... � �. a,` �✓': V` / / / / /' /' / /`-+ + / ,�1 AI/•1TC, / / V' S1 RIJlI1NVY REINFORCEMENT I. .s� .,y$e •Y .f"' }..$`At.. � •+5..✓''". •Har ,•.i•t.,T.... 5ANITARY 5Y5TEM: / / / THE EXISTING F ATI E�STING SANITARY SYSTEM SHALL BE ABANDONED BY REMOVAL / + UNIT, s ' PVC CONDUIT AIR TO / f Ol1ND ON FOOTPRINT . f �C THE PROPOSED SANITARY SYSTEM SHALL EHE LOCATED A MINIMUM OF 20 FROM ANY , / / / 2 PVG VENT THRU ROOF OF DWL G 24"CHERRY ':3:' •� . ; � / � + /-� ��•' / „ / -56 PROPOSED STORM DRAINAGE SYS. - / / EXISTING POOL DRAINAGE OR PRYWELL STRUCTURE _ / EXTENID A MINIM OF b ABOVE THE ROOF THE PROPOSED SANITARY ETU SHALL MAINTAIN A IO SEPARATION FROM THE EX BURIED / LINE AND A MINIMUM HORIZONTAL / DEDICATED TO P/O CONCRETE DRIVE LP TANK t LEACHING COMPONENTS SHALL RESIDE A MIN OF 20'FROM SAID TANK / 24/THIP/ /' -� --56 PARKING AREA AND PROP05ED ADDITIONAL ROOF AREA w �x SEPARATION OF 12 TO THE SLOPED l V o : . :;t+ ,r.fi > s:r: :.: s a - 01 i' / / /� / �iERR�Y 1. / USE 2 8�x9LIQ DEPTH LEACHING,POOLS '"` ,;< r." 3- rte '"t (� /� / - / + PORTION OF THE ROOF R BlD6 GOD ^ / MAINTAIN REQ'D SEPARATION ^, F. . ,., .'': ,' AREA OF D15TURBANGE: __ -+ + + + + + 12 CHERRY /PROPOSED / ' _ DISTANCES i CONNECTT//-IINTERCOI INTERCONNECT AS SHOWN 5`10 0. _ - / / 'ENTRY STAIR ADDITION / /�� LOCATION MAP: t14,1-AO y ft.!03344 AG) t + 14"GH)=PRY NOT TO SCALE . / / 10:, j;�/ / / / / /i + + 1 + / 8'X10' bO SOFT. / + 56 / 100' SETBACK LINE ] 1. ,, r I QC i 'G ' �' Ib 18 �',j i /i j i'//i / / + + % ' I `£ 14"GEDAR • FROM TOP OF BUFF , / PROP. RO. 1st �Ty PORCH ��, 20 22,= / / // / / - /i WO/F }�/ / / , 806'x36.92',249 SQ.Fr. a a PROPOSED INNOVATIVE AND ALTERNATIVE i i RONALD E.SPILLANE !./ 54 O. ° N 52 ON-SITE WASTEWATER TREATMENT o / / /' SGTM No.1000-40-1.0-11.0 18"GH kRY 28 30 END''\ / b3403 NORTH RD PROPOSED INLET PROTECTION 32.'?. / / , / �/ STAKE \ EMSTIN6 ' / DEVELOPED / / 54 y INSTALL WHERE OPEN COVERS ARE PROVIDED SANITARY SITE PLAN: �' 35 i i ,// \ ��j DECK FUELIG WATER �Fg1 ��:\ ' EXISTING SEE INSTALLATION DETAIL ON SHT 2 P1 / / �, ' -\0 I CONCRETE SITUATE AT: O O 42 / / F / / / a 5 ,../ DRIVEWAY FOUND / EXISTING DECK TO REMAIN d�' ,rn\ MAINTAIN GRADE OVER 63165 NORTH ROAD (GR 4b) 5CTM No.: 1000-40-01-14 44 ar /% / ) ( / EXI5TING AREA: 11,184 SQ.FT. ,' �g �0 STAKE ENHANCED TREATMENT UNIT(ETU) 6REENPORT NY GWMZ IV: 600 GPD/AG 48 50: ! // 14'GNERR 5b 15TORY WITH NEW DECK SURFACE 5o02 Q� a 3 ' / PROPOSED y° ° ` MAINTAIN GRADE 5'BEYOND FJ26E OF ETU,THEN TAPER TOWN OF 50UTT IOLD DATUM: NAVD00 52 '0' J / I � DWBJ_MG (PORTION OF DECK GOMI6UAU5 TO , IWO� C`� /:gip::. DOWN TO NATURAL GRADE 0 33%(EQUATES TO I'DROP SUFFOLK COUNTY, NEW YORK FLOOD ZONE: X 54 EXIST. 2nd STY DECKS TO BE REMOVED DWELLING TO BE REC,ONr TRUGTED '. 2 STY DWLG AND O' , ti ° > IN ELEVATION OVER 3 LATERAL DISTANCE) / IV CHERRY 54 � i IN-PLACE IF/AS NEEDED) - �' GAR ON LWR LVL / J AREA{5): 84 SQ.FT.AND 184 SQ.FT. ss E:':::,:. _ C' BUILT ON FSC.FIND / 52 / 52 J s ARAGE 54 $ �� ` .� F.FL. = EL-%.b' �" AqA a as 4 /50 SITE DATA: / EXISTING 1 t 2 STORY DWELLING/C �' EXISTING WOOD STAIR, j / / / // /' 24"CPFFTr' ` _ 5TRLIGTUR -5 TO BE REMOVED,AREA: tlbbb SQ.FT. (5 BEDRMS) EX WALKS AND PLATFORMS - i c CO a (2) 12" TO BEACH TO REMAIN -'� '•� TWIN ' Ski / / �-� I - � EXISTING,FOUNDATION TO REMAIN `�� 5 a �?` 9 d �•�9(� ° � HOLLY TREES _ -_CHERRY' I // // // � � LOT AREA: 115 SQ SQ.FT. (2b4Q AG) COASTAL EROSION HAZARD LINE -=-� Ir'cHERr /�' 1 ' , Z \ pcy�•� 2� P(, o, GG I Fes° a BUILDABLE LAND (LOT AREA LANDWARD OF GENA BOUNDARY): --54 100 SETBACK LINE s AS SCALED FROM COASTAL - 9 \ �� _ sp,8. , 14"c++ERPY �- , ,' l ~ a O�� MAINTAIN GRADE ql 038 SQ.FT. (2.OQ0 AG) • FROM TOP OF BLUFF a 611 y �o EROSION HAZARD AREA MAP / / e 14"cenAR 52 ---- - ` 35. 54 T OVER PRECAST STRUCTURES PHOTO No.53-545-83 Fo111� s �i (� / o �F, _ a LOT COVERAGE: EXISTING : PROPOSED: STAKE - iPo `s �� 54 ,52 > �` w�WLK EX. RF OVR ENTRY PORCH 143 5Q.FT. WA NdAINLTAIN 5SI5 GRADE WITHIN 20'OF SHEET 13 OF 44 a°cr rPp ,x ° _ I \ EDGE OF PRECAST 5T1RlJG s O EX.POOL Q Sjg / X. FOUNC EXIST. ROOFED OVER WD DECK 50` p �\ ±�85sP, `►� ' �y Dw✓;/ -48 DWELLING/GARAGE tl;bbb 50.FT. 1;6bb 50.FT. EXI51IN6 DECK TO REMAIN d� / (EQUATES To I'DROP IN TION AREA: 11)84 SOFT. / A ' i s STAKE p �a TO REf'1AIN \ L54_ DWELLING ADDITION WA I-M 50.FT. WITH NEW DECK SURFACE G/ TO BE REMOVED - X� i e h y EXP/ 52 F� HOL F� RF OVR WD DECK PORCH 184 SQ.FT. 2oIQ SQ.FT. `�� F.FLEL.®5Fib' \ � OVER 20 LATERAL D TANGS) THEN r ��. 6.FLEL 045.6' \ ` ° 5o STRUCTURE TO BE RCNHOVED,AREA: 1134 SQ.FT. 48--- o� �� y e� �� I /, s �� ° TAPER 501L DOWTO MEET NATURAL (PORTION OF DECK CONTI60005 TO �e5 d +� \ ° <. \� EXISTING FOUNDATION TO REMAIN 1� p `G\ GRADE POOL 1605 5Q.FT. 1665 SQ.FT. DWELLING TO BE RECONSTRUCTED �' `� � � �ti � Ex ti (2)12 � � E745T.6HD Df�C \ °� �. e �' ` `01 c �� / NOL'_!"FREES P/O AREA TO BE CONVERTED TO FROP05ED �� TO BE RESURFACED - �' ,��N �/ PL a PATIO 12x4 5Q.Fr. WA IN-PLACE IF/AS h�DED) y �� 3 �N� I e , LIVING SPACE 46 ---- � SID �f �0 x ETU I / zo" �0 48' as RET. WALL ® PATIO 120 50.FT. WA 1�Lr \ `�/ / // LOCUST 5 P p 2nd FL. DECKS 1258 SQ.FT. N/A 5;--` _ Ex.Poo p o� ' �• " ° >, 100 5ETBAGK LINE s o �,� \ �� .. I ° EXISTING SWIMMING POOL TO REMAIN 855F, � %� �� x wo "',oF 6 � �5 �� - so 8 4a FROM NOP of BLUFF p �� 2�.� 1� \ �. •'� y tiT EXI5TIN(5 DECK ±I 184 5Q.F7. ±I n84 SQ.FT. • 5-1'x 18.5,fb85 SQ.FT. � � � TO �\ F -' `�� P � b3 y DP � \� � / C(1 - -`€xG , �' 5 oj0 �. '� �, DECK ADDITION N/A 1421 SQ.FT. `/ m a REMAI \--54 ' S.T. 52 `r 2 i Vg ��. . . 0 / \ a �xG PROPOSED o / \ E .BURIED '- ' ° v0 e \ y o� 100' SETBACK LINE ;�y -- \v- 9 �VTEST �^ ti IRREGULAR SHAPE DECK ADDITION 44 - 4h_- �G{ PS \-- HOLE/ 1F4 a 1 tI4.25'x2b."15,1421 SOFT. - \ \ n' TO REMAIN -- _ \ /48 / LOT COVERAGE: t4p25 SQ.FT. ±44,458 SQ.FT. • FROM TOP OF BUFF 9 - 48- LP ° FOUND ier Ex.w,� 20' / e . F e T F.c.r+. �= \ \ > I CON.MON Ex.U.P. (4.42%) (4AO%) (-- EXISTING PATIO TO BE REMOVED 44-- \ ``� �o0a LPTA r _ U5T �;L as PROP05ED PERGOLA x'VC 24" \ 1lNtq/ #43rD W N -F, __ _ -4a - c / OVER PROPosED DECK 42 --- LOGU5T / Ns� I ° , 1- '� >x p, b 1 I/A OWTS UNIT SIZING: m EXISTING ADJACENT WALLS 1.0 BE REMOVED ��.`m OVER PRO 05 S DECK - ` PROP. STAIR ADD'N .2 f 1 a - EX.INTR PATIO AREA: 1244 SOFT. 42_-` \� z4" � � '4as7r� ' 16 EX HALE, LOCUST r'� 46, , : y a T' Ex VE RELOG'D �`-A----6 25k14,188 SQ.FT. % VALVE S.GDH.S.DIVISION OF ENVIRONMENTAL QUALITY,STANDARDS FOR APPROVAL OF PLANS AND - ; J � WALL LBJ6TH5, 120 AND f85 - L\ x >reK(rm) -- --- 40-... � �` `-1 _ � VALVE �� / -`� o //50 POOL ORN6 Ra�'D \ / / CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEM FOR SINGLE-FAMILY RESIDENCES O EXISTING ROOFED OVER CVRD PORCH. `� -- --- \° \l 4O'- --- FX R�� 5TRUGTUR� Pww - \ - -46 ------- _\ 50 DATED. DECEMBER 29,2011 rT, m X ADJACENT WALL ✓I STEPS TO BE REMOVED 1 /1 �I---�-- W I � --/-.•-,- / � \ TABLE 3: MINIMUM I/A ON-SITE WASTEWATER TREATMENT GAPAGITIES AREA: 143 SQ.FT. \ ` / _ � � EX15T.5ANITARY SYSTEM � PROPOSED 1 � � � 46 a � I 5 BEDROOM DWELLING- PORCH � TO BE ABANDONED PER SCDHS - 1 Lw LL - ----WW2 -�\ \\ 4 I MINIMUM TANK CAPACITY= 550 6A1L011i [�,� O Z WALL LENGTH: 145' FaiND 2"z" �REQUIREMENT5. SEI:BOXED NOTE, // ° LOCATION OF RELOCATED DRAINAGE STRUCTURESP JILT/�11 STRUCTURES TO BE REMOVED 5TAKE �hAPLE 40. THIS DWS FOR ADDITIONAL INFO. �� LOCATED BELOW DECK ADDITION EXISTING FOUNDATION TO REMAIN 1 \ I 1 T 38_- 40\ \\ \44`_ \ \ �1 \ I/A OWTS Ur TIT LOAD CALCULATION: Gp p PROP09W SILT FENCE BARRIER 4 1 , ' \ � O; N/O/F _� � - 110 6PD x 5 BEDROOMS = 550 6PD TL FLOW REQUIRED MAINTAIN UNTIL JOB COMPLETION I • o / \ SEE INSTALLATION DETAIL ONISHT 2 I �x \ // JOLYON F.STERN PROPOSED \ ° a I / PROPOSED SANITARY DESIGN FLOW= 550 GPD O W 6) SGTM NO. 1000-40-L0-13.0 FOUND 2 ER0510N CONTROL MEASURE \ !! \ STAKE 38 42 Q- (�[ SEPARATION DISTANCE REQ'MT5 FOR EXISTING POOL DRAINAGE STRUCTURE I ND EXI5TIN61 63035 NORTH RD MAPL PROVIDE SLIT FENCE BARRIER WHERE 1 \ USE FUJI I NHIAho.C TREATMENT UNIT DRYWLLL SHALL BE REMOVED AND RLLOGATED AS `�< \ DEVELOPED,PUBLIC WATER SHOWN PER DETAIL ON 01 No.2 \x i b •• MODEL No.GENT,GRAVITY SYSTEM O SANITARY SEPTIC TANKS, IIA OWTS \ 50 I , •• TREATMENT CAPACITY:-Too GPD = NOTED ON PARTIAL 51TE PLAN,THIS DWG \ r� / I ` r PUMP STA OR MANHOLE CRI.5IDENTEAU: � c�, \ p I � �, •• n.WORKING CAPACITY: I p69 GAL MIN.HORIZONTAL SEPARATION 12157,4_ �: f \ I 1 \ \ \ •• FLOW RANGE: 50-100 GPD - A.BUILDING W/CELLAR= 10'-0' \\ I II' 1\ \1 \\\ a �, 43 •• SEE DETAIL INFORMATION, WG,M03 �,Sly THIS DW6 FOR INFO rT B.BUILDING ON SLAB = 5'-0" PARTIAL SITE PLAN - M-+-� G.PORCHES,DECKS,HOUSE OVERHfANGS, i \ � 1 � ' CANTILEVERS,ETC = 5'-0" `\ � `; \ 1 �' _ -� � PROPOSED SANITARY WORK PROP. I/A OH-SITE SANITARY SYSTEM •REMOTE R1Ji GNTRL GNTR AND BLOWER D.WATER LINES = 10'-0' I 1' 1 I // 4F AEROBIC TREATMENT PLANT: TO BE MOUNTED 35'ABOVE GRAPE OR ABOVE SANITARY LEACHING POOL SIZING: E.SURFACE WATER(WETLANDS) =15'-O' 1 ° ^ / 13FE WHICHEVER 15 H16HE2(SEE 'H'FRAME PTL, F- 1 I 1 1 -FUJI GLEAN USA ENHANCED TREATMENT UNIT(ETU), PER 5.6.D.H.5.DIVISION OF BiVIRONMENTAL QUALITY F.PUBLIC WELL = 200'-0" 3g' I I I \/ MAL GENT(GRAVITY SYSTEM,DE516N FLOW:100 6PD) OWE No3) STANDARDS FOR APPROVAL OF PLANS AND G0N5TRUGTION FOR SEWAGE DI5PO5AL 6.PRIVATE WELL = 15'-0' ---- \ I I I / •• UNIT INCLUDES, BLOWER MODEL MAGIOOR SYSTEM 'CONTROL PANEL AND SYSTEM FOR 5INGLF-FAMILY RESIDENCES H. RETAINING WALL MTRPROOF) = 10'-0" I 1 I ( T /// 20 10 O 20 40 60 CONTROLLER(OP/GNTRL CENTER)w ALARM BEACON t REMOTE AIR COMPRESSOR DATED: DECEMBER 29,2011 EN ISINEER: J.U/G,FUEL TANK5 = 10'-0" ` I I I GRAPHIC SCALE I" = 20'-O" AUDIBLE HORN ALARM(LOCATED REMOTELY,A5 SHOW LOCATION FOR OWT515 APPROXIMATE. VERIFY K.U/6 UTILITIES = 5'-0" \ I 1 1 \ PROVIDE: WITH OWNER PRIOR TO INSTALLATION. REQUIREMENT PER TABLE 5: Q N E(v L. ROAD STORM DRAINS = 20'-0' 1 I 1 MINIMUM I-EACHING SYSTEM FOR A 5 -b BEDROOM RESIDENTIAL PROJECT M.ON-SITE STORM DRAINS = 10'-0" 412� •• 2"U/6 ELEC CND FROM AERATION CHAMBER(ALJ TO OP5 C I I /j •• 2'U/6 VENT CHO FROM PRE TAMC(P.TJ TO HOUSE STACK PROVIDE GONVENIENGE 6FI RECEPTACLE MINIMUM LEACHING SYSTEM(400 5Q FT SIDEWALL AREA) � N.CATCH BASINS(NON-LEAGHIN6) = 5'-0" \ I s" y 1 °/ •• GFI CONVENIENCE RECEPTACLE NEARBY CONTROL PANEL �`�CONTROL�-(35'ABV FIN.GRD MIN) MINIMUM 50% EXPANDED SYSTEM(800 5QFT.SIPEWALL AREA) O.SANITARY LEAGHINI6 POOL= 8'-0" \ I, 44 PROVIDE 20 AMP SERVICE FROM MAIN * t P.SEPTIC TANK,PUMP STA OR MA. = 5'-O" 1 1 Ix I MAINTAIN REQUIRED 5EPARATION D15TANGES,THIS DW6 �IGAL PANEL IN DWELLING. r g��• c� I e / MAINTAIN GRADE 5 BEYOND ETU,THBi TAPER DOWN TO Q PROPERTY LINES = 5'-0" 1 1 �I / , WO/F SEE OETAIL5 ON DW6 NO3 =- C) R SWIMMING POOL = 20'-0' I I / /j ANNE WALSH PROPRXIST GRADE AT A RATE OF 1,3 SANITARY UACHING POOL DESIGN: m 2 S.TOP OF EMBANKMENT OR STEEP SLOPE 1 f ' n / WO/F SFJ=DETAIL,DW6 N0.3 Z d I 1 / EX.U.P. 42 LAUREWE L05GALZ0 SGTM N0.1000-40-1.0-11.0 LEACHING SYSTEM FLOW!REQUIREMENT: N Q5Ri SLOPE OR 6RFATEW = 25'0' / 1 ' 1 1 / ° / a431B i 56TH No.1000 40 I.0 15.0 63417 NORTH RD 400 SQ.FT LEACHING+A^,EA/25.0'SQ.FTJVERT FT= Ib VERT FT REQ'D �� 0 93 T.BLUFF = 65-0 40 1 \ \ / / / b3345 NORTH RD DEVELOPED PROPOSED LEA( FIELD U.DECK/RAMP - 5'-0' ( / < ° / VACANT FUEI-IG KATER , , �O �4 �o / \ \ / / /� 40 (2)8m x 8 EFF.DP LEAGHIN6 POOL USE: FESS10 / / \ LOCATION FOR 50%EXPANSION 5H01^N NOTE TO CONTRACTOR: (2) 8'4v x 8' EFF. DEPTH LEACHING POOLS STA F / \ \ ' / // / 38 p MAINTAIN SEPARATION DISTANCES,THIS DW6 PROVIDE A TOTAL OF 77 CU.YDS OF RATEABLE SOIL_. MIN.LEACHING AREA REQ'D' = 400 SOFT.OF SIDEWALL LEACHING AREA JEFFREY T. BUTLER,P.E. l \\ � MAINTAIN 5%GRADE OVR 20'BEYOND SAN.LEACHING •• PROVIDE 46 CU.YPS OF RATEABLE 501L(5W OR 5P PER ASTM SIDE WALL LEAGHIN6 AREA PROVIDED = 400 5F IDONMENT BY REMOVAL: f `� / / / �j� COMPONENTS,THEN TAPER ON TO PROPIEX15T GRADE STANDARDS)FOR THE PURPOSE OF REPLAGIN6 UNSUITABLE Q AD 1 `\ _ � / SEE DETAILS ON DWG N0.2 UPON 50%EXPANSION INSTALL AN ADDITIONAL: O EXISTING SYSTEM TO BE ABANDONED BY REMOVING ALL RESIDUAL 1 1 ' / / / 34 PIPE 501L5 WITHIN THE PROPOSED 5ANITARY L.EAGHIN6 POOL 3 WIDE , 5EWA6E WA5TE5 BY A LICENSED WASTE HAULER REMOVING THE I 1 � ,�4' �� P ,' / / /// �A,R, p)b�x 8 EFF.DEF-H LEACHING POOL = GOMPONENT5 AND PIPING: MIN.LEAGHIN6 AREA REQ'D' =bOo SOFT.OF SIDEWALL LEACHING AREA F- ENTIRE 5'TRl1GTURE(5),BACKFILLING WITH SUITABLE SAND AND I I 1 \ �' �'� / / ,/ ,/ / A�2\ •• PROVIDE 31 GUYDS OF RATEABLE SOIL(5W OR 5P PER ASTM SIDE WALL LEAGHIN6 AREA TO BE PROVIDED UPON EXPAN51ON - bOO 5F � � \ DISTRIBUTION POOL: GRAVEL MATERIAL,AND PROPERLY COMPACTING. \ ( IN6 UNSUITABLE 17- / �o // / / /' 32 1 -4'm PRE-0AST DISTRIBUTION POOL,SEE DTL ON DW6 No 2 N SOILS STAND�)THE PROPOSED TORN DFOR THE PURPOSE OF��NA6E LEAGHIN6 POOL O 7 USE ENDGAP LEVELING DEVICES(TYPICAL) 4� _-\ / / / // / MAINTAIN SEPARATION DISTANCES,THIS DWS SITE 15FILLNEUTRAL. PROP05M FILV6RADIN6 OVER THE SES DRAWING N0.1 FOR SANITARY STRUCTURE/COMPONENT DETAILS SITE PLAN / lk�2o PIPING- SDR 35 TRANSPORT PIPE(TYPICAL,UD1U 5ANITARY SYSTEM WILL UTILIZE EXCAVATED MATERIAL DISPLACED HOii Z �� a ' 4O l / I/ 11 \ <)CO �MPOOINSTALLATION NT5 LATION OF SAND TARY AND STORM HATER NOTE: ,� X p EXISTING CONDITION / DEMO �� ° / I I FOR SANITARY PROFILE, DWG,N0.2 •THESE PLANS ARE PE-516NEP TO COMPLY WITH_. Z � � � w ' �(° I Ex.U.P. EL.4412' O0 •UNOFFICIAL COMPILATION OF CODES RULES AND REGULATION OF THE STATE OF NEH ° I 361 / 4431 32 YORK TITLE 10 DEPARTMENT OF HEATH.CHAPTER 11.PART 15.STANDARDS FOR � �- O Z INDIVIDUAL ONSITE WATER SUPPLY AND INDIVIDUAL ONSITE WASTEWATER TREATMENT Z Z O �/ / BRN TOPSOIL/ � � I O 42" _- r j // 1 I /�j ° a a 51L�� 2D' SYSTEMS.APPENDIX 15-A W 1� `• e� �� - EEL.41.0' GRD •S.C.D.H.S. 'STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE a (� < I 40 20 O 40 4 80 120 / �E� / ° \ �'/ �jrll�O </ F�'�� oOx/ / BLRN/LT ERN,BRN DISPOSAL 5Y5TET43 FOR SINGLE-FAMILY RESIDENCES-DATED 12-24-2011. STT O O O GRAPHIC SCALE I" = 40'-0" \ y ' 1-�-i SILTY SAND,SAND, E-1 Wo�F SILTY SAND, JOLYON F.5TERN / / % <° / ° =� o FINE/MED TO 4D- SEPARATION Q ~ OLuu. SGTM N0.1000-40-1.0-13.0 / � / \ �� o° EL.45.0' FINE/FINE (5M,5V� B..W�p _ SEPARATION DISTANCE b3035 NORTH RD 4Li // - - \Ai0/ s, aQP ., N REQUIREMENTS FOR DEv>LOPED / '� T� ° °° 13RN SILTY SAND, - N /- �\j /e�e� s/tiP/ B �< FINE GRAVEL ZNO N 5ANITARY LEAGHIN6 PUBLIC HATER 40 // 3J I. � ��P, ��Y EL.41.0' !SM) GRp O 5TRUGTURE5 (RESIDENTIAL.) 3S \ �, c�� ° O _ Q. MINIMUM HORIZONTAL 5EPARATION 25TH( ''�� ya G.> X BRWLT BRN SILTY O N A. BUILDING W/CELLAR = ID'-0' ` -' \` ° / O g 5AND/SANO,FINE IOD' LEGEND: REWORKED CONTOUR .........b.......•• SCDHS REF. NO. a m til O O B. BUILDING ON 5LAB = IO'-0" -- _ - fix/ 0�� EL.39.0, GRAVEL(5M, LEL W GRD PROPERTY LINE FJCI5T1N6 CONTOUR -6- APPROVED B Y �,�/ � LL C. PORCHES,DECKS,HOUSE OVERHANGS, STORM DRAINAGE 171" ° � W CANTILEVERS,ETC= 5'-0' CALCULATION : C� 0� Q\�wx U % ° � �� MEO/FIINNESTRRAA61E PROPOS®CONTOUR b BOARD OF 1 RUSTEES a D. WATER LINES = ID-0d� pF 12.0 PROP SANITARY PIPE ss E. SURFACE WAl13R(WETLANDS)= 100'-0" " p�� • OF GRAVEL(5hU EXISTING SPOT ELEVATION x6.0 Q Z F. PUBLIC WELL =200'-0' VOLUME - AREA x RAINFALL x COEFFICIENT F �j^. `�� eO DEVELOPED PROPERTIES EL.31.0 BLW GRD 6. PRIVATE HELL = 100'/150' RAINFALL = 2.0 = O,Ibl �� + . ° • FRON aBX-(GREATER T P AN IROPERTY5 LT BRN SAND, �•TANK SUPPLY LINE -us-us -UL9- EX15TIM SPOT ELEVATION ® TOWN OF SOUTHOl.D W COEFFICIENT OF: � ° O H. RET.WALL MITRPROFF) 10'-0" •CONCRETE DRIVE/PRK6 = IA 071 a\ PROPOSED 5ANITARY SYSTEM MED TO FINE 140 EX.U/6 WATER SERVICE w w 14JFINISHED FLOOR ELEVATION F.FLEL. = DATE � J�"- 1 /` �� J. U/G FUEL TANGS= 10-0 .ROOF AREA= I.O �� EL.35.0 ELW GRD K U/6 UTILITIES =5'-0' p,•R OF ° EXI5TIN6 OVERHEAD UTILITY LINE: EXISTING UTILITY POLE �Q, 11 L ROAD STORM DRAINS OR •ADDITIONAL ROOFED OVER AREA - 1249 S.F. ' `; ° °� LT D T SAND, �/j (� ' � cA" 1 MED TO FINE, PROP.U/6 ELEGTRIGAVCOMhA1NIGATION TEST HOLEU L�-, RECHARGE BASINS= 20-0 •CONCRETE DRIVE/PRK6 AREA - 12386 SQ.FT. M. ON-SITE STORM DRAINS OR TRACE OF SERVICE LINES: -Us -U6-u5- ---A---°°---- REfHARGE BASINS= 10'-0 1244 SOFT. x O.Ibl x IA = 44.43 CUFT.(ROOF RUNOFF) 610 �A�(y� 20D' F EL.29.0' BLW GRD F A O E N. GhTGH BASINS,NON-LEACHING= I0-0 12,386 SQFT.x O.I6"1 x IA = 344 GU.FT.(iP/0 DRIVE/PARKING RUh10L�) �,�� PROPOSED SANITARY SYSTEM: PROPOSED SANITARY 5Y5TE�L, 1 ��B 1 0. SAN.L.EAU IN6 POOLS=b'-0' STORAGE VOLUME REQUIRED = 448.93 CU-FT- ,y1�\y END OF BORING O COVER TO 6RADE r - - Q C,OVB2 TD GRA)E ' P. PROPERTY LINES=5'-0' NO GROUNDWATER ENCOUNTERED , Q. TOP OF B43AWMERT OR STEEP NOPE l , COVER"GRADE 0 G Q L COVE B•,yl 4!�_ 517E PLAN BASED ON ORIGINAL SURVEY BY: HI6HC-ST EXPECTED GROUNDWATER®�.338 .....- (15%SLOPE OR GREATER) = 25'-O" 2 -8'0 x bD'H.(b.0'LIQ.DEPTH) FUJI GLEAN USA J pt ttlliic'; `C:,t.R'n R BLUFF-b5'-0' INTERCONNECT POOLS AS SHOWN NATHAN TAFT CORWIN,LAND 5URVEYOR LF_AGHIN5 EXPANSION 1586 MAIN ROAD B4HWNGED TREATMENT UNIT M) POOL 1 POOL / Board of S. SEPTIC TANK,PUMP STA, STORAGE VOLUME PROVIDED = 506bb CUFT. TEST HOLE DATA / ~"- GREASE TRAPDR MANHOLE =8'-O" JAMCSPORT,NY 11941 k LJ' :�� / ;� T. SWIMMING POOL=20'-0" 5TORAGE VOL. REQUIRED: ±4461 GU.FT. SURVEYED: MAY Il,2004 BY: JR HOLZMACfR IPF.,UL _�/ l EXP / U. DECK/RAMP=5'-0' 5TORAGE VOL. PROVIDED: f506 CU.FT. LAST UPDATED. OCT.20,201b ON ob-n-2w - SGDH5 AFMO1/AL AREA: � Of 5 SCDHS SET FIN1514EP GRADE LEACHING POOL INSTALLATION AM CONSTRUCTION CRITERIA: CONGRETE I.FOR AREAS ON SAND AND 6RAVEIL,THE OB16N OF THE LEACHING POOL 2"X4" WOOD FRAME STAKE WOVEN WIRE FENCE (MIN. 5YMBOL: R COVER _ SHALL BE BASED UPNON A MAXIMUM LEAGHING RATE OF 15 GALLONS OF 141/2 GAUGE W/MAX. b" MESH SPACING) o 5E'.WASE PER DAY PER S.F.OF 51DEWALL AREA 'v 2.LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED �� FABRIC--- \' CONCRETE(OR EQUAL)LEACHING 5TRUCTURE5,50LID DOMES #/OR SLABS. -� - 36 MIN.LENGTH FENCE POSTS CONCRETE 20 / / 10 MAX, G. TO G. - �� Q CHIMNEY MIN \�jam\ 4.LEACHING OPEEINN65 WITH S 514AJ-LA MIN.VIA.OF 20A MINIMUM OF"SHALL BEIDPROVIDED FOR EACH E DIAMETER /� � �� `� � DRIVEN MIN. Ib INTO GROUND. POOL. I -- -- J 5.ALL COVERS,WHEN NOT REQUIRED TO BE BROUGHT TO GRADE,SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL).COVERS OVER 3'0 ARE NOT UHEICHT MIN 4"DIAPERMITTED _DROP INLET - IAPPROVL3� I -- WITH GATE = D PIPE PITCH =_- I _ RA - o0F ME OF FILTER $ Y'PER 11-0 Ib" MIN. TRM BURIED FABRIC - O 3 MIN. 3 MIN I j//,\ - 4 z / �t' v ,I .I' v t' ►�+ V `t' C,q I-AR COLLAR rn PERSPECTIVE VIEW 36" MIN. FENCE P05T � WOVEN WIRE FENCE (MIN. I� 8' THICK REINFORCED CONCRETE GATHER EXCESS p GONSTRUGTION SPEGIFIGA•TIONS GAUGE W/ MAX. 6 MESH F�j TRAFFIC BEARING SLAB � � AT CORNERS I. WOVEN WIRE FENCE TO BE FASTENED 5PACING) W/ FILTER CLOTHSECURELY TO FENCE POSTS WITH WIRE TIESOR STAPLES.H'05T5 SHALL BE STEEL Elil P32EXISTIN6 CONG. PAVED DRIVEPARKING AREA(TYP) 2 FILTER CLOTH TO BE TO BE FASTENED F-�� ? UNDISTURBED'T'OR'U'TYPE OR HARDWOOD.X 24" DIAMETER SECURELY TO WOVEN PORE FENCE WITH T1E5 GROUND o � \ �� SPACED EVERY 24'AT TOP AND MID 5ECTION. c 6 CONSTRUCTION SPECIE GP�TI y, _ CAST IRON INLET _ I ONS FENCE SHALL BE WOVBd PORE 12 I/2 GAUGE, COMPACTED SOIL n ;:! _ -! { % � % ,! !'�, -_ -^�, ,� J �x i Jam_ p� 3'MIN ro I , '_, �� ,:; GRATE FRAME -, _ I.FILTER FABRIC SHALL HAVE AN E05 OF 40,85.BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. 6'��N6EMBED FILTER CLOTH 3 0 0 RECORDED8-0 fV - - ;-,! �--`- 2.GUT FABRIC,FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.IF.POINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 3. WHET TWO SECTIONS OF FILTER CLOTH ADJOIN GROUND WATER m �� 3.5TAKE MAjERIALs WILL BE STANDARD 2 x 4 WOOD OR EQUIVALENT. METAL WITH A MINIMUM LEN6TH OF 3 FEET. EACH OTHER THEY SHALL BE ovj R-LAPh'ED A MIN. 01 6114 GROUND. 41 ? PRECAST CONCRETE 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMLM IS INGHE5 DEEP.SPANS 6REATER THAN 3 FEET MAY BE BRIDGED BY SIX INCHES AND FOLDED. FILTER CLOTH NTH THE USE OF WIRE MESH BIND THE FILTER FABRIC,FOR SUPPORT. 5HALL BE EITHER FILTER X,HRAFI IOOX, 5EGTION VIEW �GOLLAR DEPTH ~ e.> P CHIMNEY 5.FABRIC 50ALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BACKFILLED.IT SHALL BE 5ECERE_Y FASTENED TO THE 5TAKES AND FRAME 5TABILINKA T140N,OR APPROVED EQUAL. (BACKFILL TO BE GLEAN SAND Q .. ,; b.AT x 4'WOOD FRAME SHALL BE COMPLETED AROUND THE CRE5T OF THE FABRIC,FOR OVER FLOK STABILITY, 4. PREFABRICATE)UNITS SHALL BE 6EOFAB,ENIROFDI OR APPROVM bwVALENT. AND GRAVEL) z d 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 3 Q - _ MAXIMUM DRAINAGE AREA I ACRE 'BULGES'DEVELOP IN THE 51LT FENCE. Z> ® � � o ELEVATION U5. DEPARTMENT OF A6RIGULTURE FILTER FABRIC _ ® ® ® ® 8 DIAMETER x 4 DEEP NATURAL RESOURCES CONSERVATION SERVICE U.5. DEPARTMENT OF AGRICULTURE TYPICAL o ® ® � PRECAST CONCRETE v ti lb" TRAFFIC NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION DROP INLET NATURAL RESOURCES CONSERVATION SFROCE SILT o$s°°�° ® ® ® ® ,, „LEACHING RING. a BEARING DRAINAGE PIPE. NEW YORK STATE 501L 4 WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE SANITARY LEACHING POOL (LP) ��Doa°p° r �� ® ® ® ® ® �' 1 (STORM DRAIN INTERGONNEGTIOhU NEW YORK STATE SOIL t WATER CONSERVATION COMMITTEE NOT TO SCALE $ `A p�aP7 P P Ove o0= o Dv d NOTE: Imo. ® ® ® v� I I. ALL DRAINAGE STRUCTURES SHALL BE PLACED , I. PIPE JOINTS TO BE SEALED W/ PROVIDE COs' =-4 ® ID "II IN ACCEPTABLE LEACHING SOILS A5 APPROVED m WHEN REWIRED TO 8E SET AT FINISH GRADE � eo 'q� BY THE TOWN ENGINEER IN THE EVENT POOR � m ASPHALTIC MATERIAL OR EQUAL. ISE, �$°q 2.USE EN7GPIP TYPE LEVEJNEI .a Po° LEACHING MATERIAL IS ENCOUNTERED, � DEVICES(TYPICAL) HEAVY DUTY,WATERTIGHT,IN5ECT-PROOF EXCAVATION IS TO BE CONTINUED TO SUITABLE a ADJU6TABLE AND LOCKING GA5T IRON FRAME N o a e°o- GOVER(CAMPBELL 102 G OR APPROVED EQUAL) -, GLEAN SAND 8 a6 pa a MATERIAL AND BACK FILLED A5 DETAILED. - FIw5HEv TRADE Q� GRAVEL FILL. W BAFFLE REQUIRED IF ___ N 6ROUND WATER - - - , - -°a-d a '° �°_ GLEAN SAND f m INLET PITCH EXGEE05 GRAVEL FILL. o W m x V PER FOOT 4'0 5DR 35 PIPE, °a 2'-0" Min. 8'-0" Diameter 2'-0' Min. °d MIN.SLOPE_�"!LIN FT ALL OUTLET PIPE5 5ET 6 SAME X H-.� INVERT ELEVATION �-I X Z W 4 Typical Section @ Storm Drainage Leaching Pool o N f 2'U/G PVC,VENT, EXI5TIN6 5 BEDROOM DWL6 N Scale: NTS TIE INTO HOUSE O = U) INJ T(5) _- OUTL.ET(S) I VENT STACK FIN FL.EL 56V W 4'0 SDR 35 PIPE, E-•.( � p/ MIN SLOPE =Y'/LIN FT , a ALL INLETS PIPES SET- MAIMAINTAIN 6RADE:TAIN 61 _ Q SAME INVERT ELEVATION BACKFILL SAND OR TFIENCOMPONENT FOR 5 LINEAR FEEETIJ FROM S EDGE OF O `V PER GRAVEL(12'MIN) THEN DROP GRADE AT A RATE OF 3 TO I UNTIL W - -- TAPER MEETS NATURAL GRADE. PROP05ED GRADE @ FACE OF In In ^� PROVIDE COVERS: UWELLIN9,=EL.X54.0' f T TYP. PRE-OAST DISTRIBUTION BOX (Ib MIN GRDGVROVROUTLET PIPW BLLTHERMOPLASTIG COVERS MUST BE SET AT FIN15HED GRADE 5EE DETAIL(THIS DWG) F+� AND MUST BE LOCKING,WATERTI6HT,INSECT-PROOF,FLAT,SKID r T l NOT TO SCALE h+y PROOF AND BE APPROVED FOR 5E3�IAGE USE PROP.C.O. P-y •IF A RISER COVER NE16HS LESS THAN 60 LBS,A SECONDARY SAFETY LID OF DEVICE SHALL BE PROVIDED. \y PROVIDE COVERS: EXIST.GRADE OVER ETU @ EL 152.0' ;., \\%\\/�\\� \\/\\/\\/\\/\\/ \/\\/\\/ ENGINEER: WHEN REQUIRED To BE SET AT FINISHED GRADE USE: EXISTING GRADE �/j / / NOTE TO INSTALLER: (015TRIBUTION POOL)CAST IRON COVERS-LOGKING,WATERTIGHT, TO BE RE3HIORKED MANHOLE MANHOLE MANHOLE INSECT-PROOF,FLAT,SKID PROOF AND BE APPROVED FOR SEWAGE USE PROVIDE 46 CUBIC YARDS OF RATEABLE 501E MEN NOT REQUIRED TO BE SET AT FINISIiED GRADE U9E: \/ (DEFINED A5 SP OR 9A BY ASTM STANDARDS) �_ i,/\/\\//\\// /\\//\\//\\//\\//\\//\\//\\//\\//\ \/ %\\ \ \/\/\i i //�/i/ '`P Q-t✓Y T• C� 'A (ALL LEACHING POOLS)PRECAST REINF.GONGRETE COVER(OR EQUAL) PROP05ED GRADE \/\/\/\/\/\/\/\/\/\/\/�\/\/\/\ TD.UNIT / //\ \\ OVER DB @ EL. 1505' �j 6 EL.50.0 T.O.SLAB: EL.4983'\\/\\/\\j�j\\i\\i\\i\\iii\`i\\i� ` \\/\\ %<v _ //"W,te//� > \ \/ MAINTAIN 5%6RA0E: _ / /i / / / / / /.% / / % / \/ \ \ \ \ \ \ \ \ I.E.6 DWL6. r A MAXMUM 5%SHALL BE MAINTAINED FOR A MINIMUM OF 20 \�\/\/\/\/\% B.O. LAB EL.495''/\\%\\/\\/\\/\\/\\/\\/\\/\/ /\\/\ \ / // \�\' ` 4"0 SDR 35 PIPE, /\ = LL.51D4 n w \ \//\ \\,\\// --- '\//\//\//\//\//\//\//\//\//\//\// / -7-7777-777-7/777-7//1 DWELLING TO ETU 26.0 LIN.FT. fn HORIZONTALLY FROM THE NEAREST EDGE OF THE LEACHING y\y\\/\\/\\/\\/\ \/: . ___ '\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j ` \/ �_ / / ' \ 2 _ OD POOLS BEFORE TAPERING OFF TO PREVENT SEEPAGE OF THE \\, /\ \ MINIMUM SLOPE=AV/LIN FT E-' 49D' LEACHATE THROUGH THE TOE OR EDGE OF THE SLOPE /`//\moi\'/\\ \\/'i\//\\//\\\\//\\//\ DISTRIEIUTION POOL \\//\\/\\//\\/\\/\ \ \\/� 260'L6 x Y'.=65' =054'MINSLOPE�� L6 (EQUATES TO MAXIMUM DROP OF 12'OVER 20'HORIZONTAL) /\Y/\%/\%/\%\j %�Y/\\%\\ij\�j��%/\%\\\dor��/ DP \/ / \'i\ ' // \ rj\ 0 3493 �/ / BRN TOPSOIL/ E.®ETU \,\\,.\\, NP \\/\ ; \ \� ESSIO SILTY SAND,FINE, \ /i \/�\/i //\/\/\/\/\/,\, • \,\ GRAVEL(SM) Z 0' EX GRADE SHNOWN EXIST.GRADE OVER LEACHING SYS VARIES T.O.GONG GVR /,\Y\ \'\r\/\'/�//�//\//�// ;/\//\/\/�/\//\\//\// / ' - 4"0 SDR 35 PIPE �/' EL. JEFFREY T. BUTLER, P.E. 6 EL.460 / \/ /\//\/\, / / / / / FROM ETU TO DP, EL.41D' BLW GRD @ EL.141.0 EL.=41.0 (5Hoh1�,L50.0 E 153.0 (EXP) \\/\\ \\/\\/\\ \\�\\ \\/\\/\\/\\/\\/\\X\//, �\/ , \/\/jam/j�/j�// E- 41.5 /\// //\//\//.// // //\//\//\// j. `%\\�\ \\/\\/\�/`, LE.6 DP = 8D8 LIN FL \\/\\/\\ FLTJT BRN/LT BRN,BRN /\\/\\/\\/\\/\\�\\/�/\/ \ /\//\!/\/i //\//\/j\// //\/ B.o.POOL MIN.SLOPE Ya!'/LIN FT \//\�� x ENHANCED \ \ /. ;/\i\\i\\i`�';� \ \ 4.70- z 3 EL.105 „ _ \\j\, SILTY SAND,SAND, � , • ' //\/,<\'�\//\!. \� \/`/i:/ ://\//\/i ),\\/\\/\\/\\/\/. /\//\, \, /�//�//\/�/ /�/ ' SAS L6 x V, IDI - /\//\ TREATMENT SILTY SAND, \\;;\;\\/\\;�\/ y\\/\ /\\/\/\\/\\/\\/\\/\\/\\/\,v;� 8.0.5LAB: EL 45.1T'`r,`// /\. \, ;y�y�j�,\\j\\\�,\\i\\i;�/\�;\\�\�i\\j�j`�/\\j\\j; O.INVEL. O.OS'MIN SLOPE \i/\� /\\j\\j\\j O 1=- FINE/MED TO 4D� % /\\//�i\\/�.i\�/ /,,\/�\//\\/\/./ / ,, /../ \'\�j\//\//\//\//\//\//\//\/\//\//�/\//\i/\//�//\//\//\//\\//, /� UNIT(ETU) //\\/ CD . 4 - - - \\ ,. /\y\\j\\j\\j\\j\\j�j�j\\j\\j/�j\\ \\/\\/\\/\/\\/\\/\\/\\/\\/\\/ @ 41.33 MODEL CE EL.45D' FINUINE (SM,SW) BLW 6RD LL.45.0' /j\\/j\\/j\\/j\\/j\\/j\\/ /j\ i\\//\\/ //\\/\\/ /\\// O o / Q F- \ /\//\//\//\//\//\//\/\//\//\//\// /\// //\//\/i \�//// � FROM OP To LPi�\i��;��\ii /` H--•ILL If 44.54 111; 16.0 LIN.FT. i\\\\\\\ '\\\\\\\\`\\\�\\�\\�\\/\\\�\\�\ B.O.ETU = EL.439' /\/i /i; /i / \//�/ // // //!/ NATIVE E-+ GA5E), \ \\/\./\\/\\ \/\,/\\/\\/\\ \\/ NATIVE BRN SILTY SAND, , I NO�J-f2ATF�4BLE ; UNDISTURBED z \ `'I 501E SHALL NONbTEABL� r: MIN.SLOPE=y /L.F.L \\/\\/\\/\\/\\/\\/\/\\/\\�` UNDISTURBED 501L FINE GRAVEL \\/w 113E REPLACED W/ I I SOIL 5HALL I I6A'L6 xYe'=2.0' _ \ 501E (SM) %/i,I I '-,OUT MIN SLOPE //\//\//\//\//\//\ / RATEABLE SOIL BE REPLACED W/ v / / / / LW } \j\j\`\`\`\`\`\`\\\\\\\\ Z ac \ I PER SGOHIS I RATEABLE SOIL I r'\i\i\/i\/iii/i\�i�i/i/i/i v O I 8.O w \jy ( REO"ITS, I I LEACHING IDOL •I I REQ'M PER NSt I /\/\\/\�\�\�\/\\ \\ LU z QL EL.41.0 HLw6RD � $ I \�,\�,��;\ PROPOSED SANITARY RISER DIAGRAM U W Q a U U4 PROPOSED 31A I (I of N QC tL \\/ ) I PROPOSED 3w I ''\/\/\ ,i\/\/\�\ INNOVATIVE/ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYSTEM -- - o GLEAN SAND ;\\/\\/\\j\\/\\/\\/\\j\� `rt rY a Q .o \\/y I I I GLEAN SAND I / // // // // // // //, BRN/LT BRN SILTY \ COLLAR \ \ \ \ \ \ \ \ 5GALE: NONE p/ O O Q � /i ri I \\ \�-\\ \\ \\ \\ \\ \ �1 � a SAND/SAND,FINE, �\ �/i I (5!P OR� I I GOI-I-AR Q- o GRAVEL.(SM,54 10.01 ,!!�/ice/i '\/i' I I I I I I I I I (5P OR.Swl i,\\i/\\i/\\i/\\i/�` I E3_.39.01 BLW GRD EL.39.o' %;;ii\i��. %\i�� V I I I ( III ; I I I I I I I I I�\\��\��\�/\\!\\!\\! I Z � � - N - - �L.I.1.i JJ LTL I.1J ll`1-L //</ice fY W 1 6 2022 NATIVE HOLE BORING REQUIREMENTS: LT BRN SAND, j UNDIS RIRBED�/ /�, \ /\\// STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR W Z IU - I MIRNFINE TRACE i/\� 501E y ry\GLEAN SAIJD/\\ •' �,GLEAN SAN17,\\jr \\/�/\\ DISPOSAL 515113,5 FOR O1HER THAN SINGLE-FAMILY RESIDENCES) Cn F• N N OF GRAVEL(Sh!) '' \' \ \//'\//�GOLLAR(TYP1 / 8.0'DUI. /\COL AR '/ 12.0' \,, ,\\j\�,\\j\ij\/ \> ,y / C/\� ',\Yi . \. \ /\/ /\ \ vOtlthC�i TC?t. T EL.3-10 BLW 6RD !\\/\\/�/\\�'\��\/\\/�\/\\/\\/�. \\ \\/�:/�./\\/\\�i�//�//" kn SUBSOIL AND GROUNDWATER GONDrnoNs: Board ofi`f ru,lues_ - Q �j'/t//`//�%��//\i�' /. /jj/i�//\//i i',\%\\ \\j 1. TEST HOLE BOWN65 - /\\/;\ \\j�,\�� \\BA.POOL 6 EL.3684' ;: ,;, j;� �i�j j\ ;� ; %'\\/ i\\jib\%/�- \ \` TIE SOILS IN THE TEST HOLFS/t30h'INEf SHALL BE CLASSIFIED 1151N6 THE ASTM N o LT BRN SAND, /\�// �/\jar��\ Tb LL \\/\\\/\\�/\\�/\\�\\ /\j\//�j\/\\/�\\i\\j/\\\i j\ i\\%RATEABLE j\\/ \\//\// LCL \ \, \ UNIFIED SOIL CLASSIFICATION SYSTEM(ASTM D-2481)AS A REFERENCE. THE MED TO FINE �!i\/jt /\//\//\// //\�'\/'\/i\/i \�'\'/\ '\//�:/�/\/\� /\�; SOIL \//�.j, / TEST HOLES/BORIN65 SHALL BE CARRIED TO A DEPTH OF THREE FEET IN (ShU (5P OR 5Wj \ N �Z/\\�\�/i�/ i�/ /i� \%��%�/%\�/%�%� /,/ //�//j(SP OR SW1�/\��/ EXCESS OF THE PROPOSED LEACHING POOL BOTTOM OR SEVENTEEN FEET, S CDHS REF. NO. � � LL EL.35.0 BLW \ �/K,\ �/�/\\X,N\ \� \� %;i;, �� \/i��r WHICHEVER BJGOUNTERED,THE TEST HOLE/BORIN6 f BEU CARRIED UNLE 501L15 OF Q Z \//y \ IN PENETRATION \/ "\ W ' ,\ \ SIX FEET OF GLEAN SAND 15 REACHED(DEFINED AS SP OR 5W 8Y ASTM .. www.dignetm cli.com INTO A VIR64N STRATA i`, '\ \ j�j\/\\/\\/^ 11 or y ~ \// \ \'i'. \ \,\/ STANDARDS). www.call811.com \/�j j;/\\j/\\j/\�/\\j/�/\\j\\/� ' ;: j of SAw� GRAVEL ,; /%%.i ;\\% \\ \\ \\� at N�N YOkK CIT)' z� Q Q n';•;. \ \• \ \ \\,\\\\�N, \\\\\\;;, \\ 5. REMOVAL OF SOILS UNSUITABLE FOR LEACHING POOLS (for other states) Q UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED WITH GLEAN SAND FOR Ll 800-212- 480 8II \\, A DIAMETER OF 51X FEET GREATER THAN TME LEACHING POOL(3 FOOT COLLAR) ,,\\ ;;\,i \/\%�% /, EXTENDING DOWN UNTIL A HYDRAULIC CONNECTION IS ESTABLISHED WITH A \\\/\\\ / ;; •\ %\\ `/\\%\\'\\%\�%\\j\\/; MINIMUM 51X FOOT 5TRAIUM OF ACCEPTABLE MATERIAL. IN GASES WHERE r /<!/�/�i '//\i /.�//�/j<;i % %\�: :��:�;/�//�,!; :`;�, �'\'/ \�/\ ,. , GLEAN SAND CAN NOT BE ENCOLNTERED,A DE-516N FOR AN ALTERNATE SEWA6E }-- By law,excavators and contractors working in For safety reasons,homeowners are strongly }�- LT BRN SAND , j\ .\/\\j\\ \,\y/\\ \\/\\;\ ,\\/\/;./\,,,y \ yam\ ,\\ /\\��\/\ \ \\/ PAC DISPOSAL SYSTEM MAY BE REQUIRED IN ACCORDANCE NTH SECTION XXV OF the five boroughs of New York City and Nassau encouraged to call as well when planning any Ml_D TO FINE, \x THIEr7E STANDARDS. contadCt DiffNetolk Ci-80t0e272-4480 ors on Long at least Homeownermust type of s on their property. TRACE OF 9 s ca contact us directly at 'V \ \ ':/\/\/\/\/\\/ \ \ :\ \ / \• \ '\ \ \� 48 hours but no more than 10 workingdays 1-800-272-4480 or calling 811,the Y Y 9 (excluding weekends and legal holidays)prior national call before you dlig'number.For 6I2AVE1(SW) to beginn.g any mechanized digging or excavation work completed on personal NflCST EXPECTED GROUND WATER A EL 33U34' \ \ \,,\, excavation work to ensure underground lines property,it is the contractor's 20D' are marked.Ex avators and contractors can responsibility--NOT the homeowner's--to NO GROUND WATER ENGOUNTE 6 EL 24.0 (TEST HOLE) , ;.\;, also submit locate requests online,through contact DigNet.responsibility-NOT Having utilitym lines marked EL.2QA' BLW 6RD \, \,. j \j\\\`\ ITIC.If you do not current) use ITIC, lease END OF BORING /i,,/;,/ /,,, Y Y P prior to digging is free of charge. NO GROUNDWATER ENCOUNTERED call 1-800-524-7603 for more information. i of E S CDHS SET I - I FUJI GLEAN USA GEM 8.2' (2)2x8 x(LENGTH TO SUIT)ACQ TREATMBVT GF R vek�ne( Alarm Circuit Breaker HORIZONTAL GROSS WMBERS(TYP) SYSTEM MODEL3A' 2"I' 2.1' Ct,,,ctaober 897 Float Switch, Pressure Switch, Test/Normal/ o Test/Normal/Silence Switch N MAG BLOWER MODEL FUJI MAG (J Anaeroblo filtration[nantxr 346 Silence Switch 115E(4)YZ'm GALV LAG BOLT Efi IOI MARII 2-I/Z" B f Aerobia Contact i=1ltrutlm tJiamber 181 Circuit Breaker T' *^z, ! W/6ALV.WA x4ER E HEAD I/A OWTS • VENTILATION 56M BAFFLE `I 4 90 v.- - ..m. (fl'P o EA POST") Q PIPE AIR FLOW VOLUME 100 L/m1n Dlslntectlon 6 (Extra component if F"` ._,; Alarm Beacon - 4 AL PNL RM 5 CFM necessary,such as ¢.tx' ; • d ALARMI • 3 A�OIy Total VoWme 1064 a NEMA 4X RE( • \ AIR LIFT PUMP r • NORMAL PRE59JRE 18 kPa/2h I \ discharge pump) ;. .>`�„u, ,. .;s'' , © tz THE CONTROL PANEL v1 DISHMOTION SPECIFICATIONS 4 „• i BOX MUST BE PLACED RATED VOLTAGE 120V / CYLINDER(OPTIONNI Pressure Switch Anunoblc Ffedla PP/PE Hl Rate 32AS , M, T ( 4x4x8 L6 ACO TIMBER OUTSIDE ON A 5'INLET FIFE g rre. . �...+":4r� 7"1•++Ww " Bo�r•d T Aerobic MI PVG/PP/PE fill Rate r1s6 s „�: � � ��, �, ( POST,MINIMUM COVER 3b SUITABLE FEDESTAL � CQ Q Fi2EQUBVGY 60 Hz \ �\ \ / 5"OUTLET PIPE Aenblc Medea PP/PE fill Rate 5586 y:''° >. BELOK SPADE INGASED IN WITHIN VIEW OF THE a e " SYSTEM THAT IT ,til ® A K., �. Y. 'r POURED CONCRETE IN 12 � to Bltwer 2b dM i �' / 4t,.:,' SERVES CONTROL m C OUTLET PIPE SIZE 13 mm ID(ISmm OD) ;- � •. h; DIAMETER 501'2NBE. I I 10(564 ) v Talc �.g,. CENTER SHALL BEri c� _ , , (TYPICAL) MOUNTED 3.5 ABV v 1 v �f blEI6HT 5A kg J EFFLl1BNr PVC,i PP/PE , Y I OIRI ABOVE BFEE,, (MIN) J� " O Aa ess CovCr s Plasty/Gast Iron I" f i- I I L85. / © \ AIR LIFT PUP Di.Keatmt( tonal) Chlor•tre Tablets r " s f Q a t INLET BAFFLE ) ia. " ,w WHICHEVER 15 HIGHER. b POWER CONSUMPTION Ib r L i as r r, t yr�i4r.ar. n z3 kWi1NAY \� iu)m FUJI CLEAN US AMPERES 1.1A � t A a � ,` � 't >�. ` F � .,� � '�I Terminal Blocks GRADE \1// i III @ P 1 7 ENHANCED TREATMENT UNIT (ETU) x . vR, ILL „�' �. � ,� a ^' �i POWR GABLE 3 x 18 AW-7x Ib m(5.43) R6c1RUAATION PIPE FwW Ns oPErUNs v2'AIR INTAKE k ,'4-; t:e .:�",. �- N. 4._ ' - - / /\ /\//\//\ //\//7/ '' (GLEAw ) MODEL CENT j r. w�t~ Blower Hardwire \\/ \\/\\/\\/ \\/\ ry fi FLOK OPB11N6(TYPO B � .,t JAPAN BY SCALE:NONE G.' °v.f' .;< .� qq Line / / / / / MANUFACTURER MADE IN J ^f'„%+ ,' '," W ( w t ° _C) cQi FUJI GLEAN USE FOR MODFIGATIONS TO SANITARY SYSTEMS 11 .. ,,s t .�"°k'��#`�'� �?; � ,•1�q a a ,,, ..;d., a•.-. y y ail '� PLAN VIEW 'iT T :.T ;.`� 20"A HOPE SECURE HEAVY 20'4,HDPE SECT E ;', GavET2 BY POLYLOK TYP. HEAVY DOVER BY Wiring Diagram Horn 'H' FRAME DT' - s FOR CONTROL PANEL AND GFT RECEPTACLE 0 SnsGa�t E 20.0 SAFETY Float Alarm Line STRUCTURE FOR I/A OWTS CONTROL PANEL MOUNTING BY FOLYLOK,TYP. Grounding BY POLYLOK,TYP. " P = - * SCALE:NONE Watertight ate£ Block �g )£ Fittings Yds z 20 _ DI5INFEGTION +k� v�--� ................� m POLYLOK TYP MANHOLE M IAIHOLE GYUND62 *"q ": �ss 24" 20"m R15B2 BY - (OPTIONAL) MANHOLE FIOLYLOK,TYP. -- ; ' STOPPI�OR SUITABLE�� EVD PLUG TO GRADE H-OW OPENN6 N h Neutral Block Power In Incoming;Air Pressure Tubing NOTE. ADDITIONAL GLEAN OUT SHALL BE PROVIDED IN INTERIOR OF BLDG, ---SEI�B2 PIPE NO HOUSE TRAP SHALL BE PROVIDED BOARD rrfE CONTACT'ME!DIA 300 ELBOW PER IPG 2015,P3201.4 °j FIN.GRADE TYPIGA NOTES: © / IRWR.GUATION �i/!/rvi�i�i %' \��%iii EXTERIOR I.FOR GLEANGUT(S)LOCATM IN ® ASSEMBLY �%�� %y }%��%%y% TRAFFIC AREAS,PROVIDE WITH COMPACTED SELECT FILL TO CLEANOUT TRAFFIC BEARING FRAME AND COVER ® y�\� KTA GROUND SURFACE SLOPE 2.FOR USE WITH BUILDING 6RADE TO SHED WATER FROM EXTEN51ON5/COMIEGTION5. � t� TANK� bO°WYE � Q © A6?OBIG FOIA 1/2' MIN.COMPACTED CRUSHED ASSEMBLYAEIRATIONSTONE BRING STONE TO MID FUJI CLEAN GENERAL NOTES: W N SEAM OF TANK C.OMPACTIN6 IN 6-INCH LIFTS. I. THE ETU SHALL BE ;NoTALLED PER FUJI GLEAN INSTALLATION REQUIREMENTS AND ANY ADDITIONAL REQUIREMENT5 PER 5GDH5 AND THE DESIGN ENGINEER CONTAINED HEREIN. 2. THE DESIGN ENGINEER SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING lG m SECTION A-A VIEW b"DEEP MINIMUM STONE BEDDING SYSTEM 5TARTH)P. Q � SECTION B-B VIEW FUJI ETU \_U5E,Y;-J4'DIA.STONE,LEVE TO WITHIN 3. THE OWTS SHALL BE TESTED FOR WATER TIGHTNE55 U51NG A METHOD APPROVED BY THE }- 1/8"(FORE,AFT AND SIDE TO SIDE) MANUFACTURER PRIOR TO ARRIVAL AT THE SITE. w ({) X INSTALLATION DETAIL 4. A FUJI If REPRESENTATIVE SHALL BE PRESENT DURING START-UP. `J 5. THE INSTALLER M"51 HOLD A CURRENT LIQUID WASTE LI( PURSUANT TO CHAPTER ^� O Z LL FUJI CLEAN BLOWERS--MAC-SERIES "R" PERFORMANCE CURVES (60 Hz) SCALE: NONE 6. 563 ARTICLE VII (SEPTIC IN0U5TRY BU51NES5E5) AND ENDORSEMENT J(INNOVATIVE AND ALTERNATIVE TREAD 1ENT SYSTEM INSTALLER) THROUGH THE SUFFOLK COUNTY 280 DEPARTMENT OF LAF30R.LICENSING AND CONSUMER AFFAIRS,PURSUANT TO SUFFOLK M�'�r-� L/M•n INDOORS OUTDOORS OWT5 CONTROL PANE- GROUND COUNTY(ODE,563-]q0 1)(J). F-�-i - = O qb CFM ` ON NEMA 4X 13�C.LOSURE) LU6 1. THE OWT5 INSTALLER SHALL RE615TER THE OWTS WITH THE 5GDH5 U511N6 DOCUMENTS C) LU 2 12,X126 IN I PROVIDED BY THE VE51GN ENGINEER. D_ MAG200R BUILDING SGNEDl1LE 80 N 4 2 3 5 6 G 240 8. THE OWNER SHALL EXECUTE AND MAINTAIN AN OPERATION AND MAINTENANCE AGREEMENT I-Min POWER PANG- P�G CONDUIT NO FIELD WITH AN AUTHORIZEr) MAINTENANCE PROVIDER. THE AGREEMENT SHALL HAVE A MINIMUM O O 8.4 CFM PROVIDE 1 012 1 X12 2#18 CONNECTION REINFORCED CONIC.SLAB, 3-YEAR SERVICE INTERVAL. -20A,I-POLE 0126 6'x6'xl0'WWM q. NO KITCHEN SINK 6APBAGE 015POSER SHALL 015GHARGE TO THE OWTS. ' 200 MAGI50R CIRCUIT (USE CHAIR5) 10. NO WATER SOFTENER SHALL DI5GHARGE TO THE OWT5. /1/ L/Mtn BREAKERS IN 2^ 1012, 1012, II. INSTALLATION AND USE OF THE I/A OWTS MUST CONFORM TO THE DEPARTMENTS FF-rT�� `O W 1.0 CFM BUILDING #125 0126 APPROVED I/A OWTS GUIDANCE DOGUMENT PREPARED IN AGGORDANGE WITH THE I■J•� MAC120R POWER PANEL i _. ' :• •,.• �• STANDARDS FOR "APPROVAL AND MANAGEMENT OF INNOVATIVE AND ALTERNATIVE ON J LBO GO IMPR X a "X X SITE WASTEI�iATER TREATMENT SYSTEMS." [�] 0 L/Min DUPLEX SFI OUTLET INSTALLED I ~ a -� 12. THE UNIT SHALL BE VENTED TO THE ROOF OF THE RESIDENCE BEING SERVED.VENT PIPES > 6.3 CFM IN WEATHERPROOF MLGSURE WP /�, SHALL EXTEND A MINIMUM OF 6" ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL ~� MAG20oR V HAVE A MINIMUM ,'ORIZONTAL SEPARATION OF 12" TO THE SLOPED PORTION OF THE ROOF. 120 Lin FINISHED GRADE = TYPICAL, SLAB DETAIL, IN GASES WHERE IT 15 NOT PRACTICAL TO VENT THE 5YSTEM TO THE RE5IDENGE ROOF,A Q 4.2 CFM VENT PIPE MAY BE PIrED TO THE EXTERIOR 51DE OF THE RESIDENCE AND TERMINATES A ENGINEER: MACbOR FUJI CLEAN - ONE LINE DIAGRAM AT ETU BLOWER UNIT MINIMUM OF 18" ABOVE GRADE. THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF 3' OF NEIN SCALE: NTS. FROM ANY WINDOW OR DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE. NOTE: PROTECT ALL ABOVE AVD BLOW GRADE WIWNkS, " 80 lJMin ALL VENT PIPES MUS f HAVE MINIMUM DIAMETER OF 2 �P Y O RUN IN WG CONDUIT,SGH 40,MINIMUM. 6 'A 2.b CFM MAG60R HO 13. ALL ADAPTORS, RbCR5,SAFETY SCREENS,AND LIDS SHALL BE MANUFACTURED BY CO MAC,10ORC WB D�ANT POLYLOK OR E6tdAL 14. DIRECT BURIAL OF FLEGTRIGAL AND CONTROL WIRES 15 PROHIBITED. ALL WIRE5 SHALL 40 L/Mh MAG40R M PUMP TANK MANUFACTURER nONPROVIDEDAPBE ENCASED IN-1/4" MIN SDH. 40 PVG CONDUIT m ' I W 1.4 CFM MAC60R ALARM EFFLUENT - FLOAT TER 15. THE OWTS INSTALLER SHALL PROVIDE EITHER A 20-AMP CIRCUIT BREAKER INSIDE THE Z MAG4OR A` VISUAL BEACON-� FLOAT PUMP 5WITGH 3/4'PVC GCMOUIT DWELLING MAIN ELtCTRIGAL PANEL OR INSTALL A 5UB-PANEL IN AN EASILY AGGES5IBLE SWITCH LOCATION. O 0� 493 0 ONSITE WASTEWATER AIR LIFE 16 INVERT ELEVATIONS ARE ESTIMATED THE OMITS INSTALLER SHALL CONFIRM ELEVATIONS 0 5/0.13 10/1.45 15/2.18 20/2.4 25/3.63 30/4/35 35/5.08 TREATMENT SYSTEM PRIOR TO CONSTRUCTION AND NOTIFY THE DE516N ENGINEER OF ANY DISGREPANSIE5. OFESSI�N I/A SYSTEM O 11. THE OWT5 INSTALLER SHALL NOT BACKFILL ANY WORK PRIOR TO IN5PECTIONS BY THE PRESSURE KPa/PSI CONTROAN ALARM OO R.EXIBLEGOUPLIN6 ENGINEER AND 5GOH5. JEFFREY T. BUTLER,P.E. BUTYLSEALANTMANUFACTURER I8. ALL MATERIAL,WORKMANSHIP, INSTALLATION PROGEDURE5 AND MAINTENANCE OF �`�AROW PROVIDED TANG TRAFFIC SHALL F= PERFORMED BY THE OWTS INSTALLER. (� FASTEN PANEL TO CONTROL PANEL PERI SAD �� Iq. OWT5 INSTALLER SHALL BE RESPONSIBLE FOR ANY AND ALL MARK OUTS FOR ALL -L PROPOSED 'H'FRAME, NI 4X UNDERGROUND UTILITI1_5 AND SERVICES IN THE AREA AND RELOCATE THEM AS REQUIRED 5EE DETAIL,THI5 DWG ASSEMBLY DETAIL THROUGHOUT THE PROJECT PER PREVALENT CODE. _ F- IIO SCALE 20.FINAL APPROVAL SHALL NOT BE GRANTED UNTIL ALL THE FOLLOWING REQUIREMENTS ARE AIR FULFILLED TO THE SATISFACTION OF THE ENGINEER,5GDPW,AND 5GDH5. O v 6FI OUTLET 21. CONTRACTOR SHALL DE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL,STATE,COUNTY rT /4'PVG WCxNPT MALE AND LOCAL 5AFLTY �ODE5. F+�i USE 20A BREAKER AIR LINE TO 3/4' ON TUBINF' ADAPTER WITH GASKET 22. NO CONSTRUCTION SHALL COMMENCE UNTIL A PERMIT TO CONSTRUCT A WA5TE DISPOSAL ^ O TREATMENT TANK AND LOCK ` SYSTEM HAS BEEN ISgJED. Vl CZ 3 FROM BUILDING PWR DANIEL RISBR WALL PVC VC,COM JOINT 23. OWT5 INSTALLER TO 'OMPAGT AREAS 015TURBED TO q5%PROCTOR DENSITY(36 IN. LOCK YIA5H1R /2'PVG GONDIJIT /4'PVC H05E BARB - POWER LINE TO FLOAT = x NPT FITTIN5 BELOW GRADE, 12 IN. LIFTS MAX). 1 }- LJ _ ELEC�GAL 24. OWT5 INSTALLER SHALL SUBMIT ALL INSURANCES TO THE OWNER PRIOR TO } AIR LINE FOR ALARM FWAT WARE CONDUIT COMMENCEMENT OF WORK. }- Z Q ° 9/4'PVC,50GxNPT DETAIL B 25. OWT5 INSTALLER WILL BE RESPONSIBLE FOR RESTORATION OF ANY AND ALL DAMAGE TO W z Z I' PVC,THREADED O W 1 U5E 15A BREAKER O MALE ADAPTER GOUIRL ANY 5TRUGTURE OR GRADE AS REQUIRED BY AGENCIES HAVING JURISDICTION,AT NO Q LU Q a- TANK CONNECTION ADDITIONAL GO5T- TO THE OWNER. Q < ~ CL (POWER FOR GOMPRE550R) NOTE: BUTYL SEALANT DETAIL 'A' NO SCALE QC 26. OWTS INSTALLER PRO. EMPLOY ALL SAFETY MEASURES INCLUDING SHEETING AND Q Q Q BLOWER MUST BE HAND WIR87 PRE55®ME�1ND 3/4�WG SHORING TO PRO: GT EXISTING STRUCTURES AND PEDESTRIANS. RISER CONNECTION or- 4 r MAG 'IooR II'AIR SLOWER THREADS 21. OWT5 INSTALLER SHALL VISIT THE SITE,REVIEW ALL If DOCUMENTS PRIOR TO ILYY CONNECTION DETAIL - 6'THK P.G.EQUIPMENT SLAB �� SUBMITTING THE BID (5EE DETAIL,TH15 DWG) 28. OWTS INSTALLER SHALL INFORM THE ENGINEER FOR ANY OM1551ON5 AND OR F--i = �/ LU #, CONTROL PANEL AND BLOWER DEFICIENCIES AS SOOrI AS THE OWT5 INSTALLER BE( AWARE OF IT. O TO BE MOUNTED ON'H'FRAME OR EQUAL,SEE DTL THIS D4V6 29. OWTS INSTALLER SHALL COORDINATE THE WORK WITH ALL AUTHORITIES HAVING -- NO SCALE JURISDICTION. 30. OWT5 INSTALLER 54ALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS PRIOR TO Lf) Q - 4' INLET PIPE PROVIDING BID PROPOSAL. Z Q -RISER(TYP) 31. OWTS INSTALLER 5HALL BE RESPONSIBLE FOR FIELD FIT AND QUALITY OF WORK m J - O ,-_ -^ "OUTLET PIPE SATISFACTORY TO P'DPW,SGDHS,AND THE ENGINEER NO ALLOWANCE SHALL BE MADEO� N O Air Blower shall be: FLEXIBLE \ / \ i \ ON BEHALF OF ANY ERROR OR NEGLECT ON THE PART OF THE(ONTRA(TOR Q� ✓ in as close proximity to control panel as possible -INT' 32. OWT5 INSTALLER SHALL NOTIFY THE 5GDH5 46 HOUR5 PRIOR TO THE IN5PEGTION. PROPOSED BLOWER ✓ on a solid (e.g.concrete) pad to minimize vibrations I I I I I I ~ MODEL No.MAC150RTT/200TT ✓ in a location above water level / / "J / O Z /� OI FLEXIBLE www.dignetnycli.cam � LU ✓ away from grease exhaust fans. __ _ �� or F- Alarm Panel shall be: ✓ away from bedroom windows and other locati ns where ` 'A' Ga)PurlG of NEWYORK CITY www.cau811.com m &LONG ISLAND (for other states) v1 ✓ in a well ventilated area as operational sounds (although mirimal)may be'a nuisance O Q dry and protected from ✓ In a location that allows unencumbered access or --� k 800-272-4480 811 v elements as possible inspection and maintenance activity ✓ in as close of proximity to ✓ with proper electrical grounding SEE DETAIL 'A"FOR DETAIL B FOR By law,excavators and contractors working in For safety reasons,homeowners are strongly JJ�� /'� CNTRL THROU6H TANK the five boroughs o:New York City and Nassau encouraged to call as well when planning any J� /-� FujiMAC Blower as passible with wiring and electrical connections made by a licensed THROUGH RISER CONNECTION ~ R CONNECTION DETAILS and Suffoln_ourI on Lon Island must / \`�� PANS Q g type of digging on their property. ✓ E : wired by qualified electrician. V contact DigNet,1- 00-272-4480 or 811,at least Homeowners can contact us directly at 48 hours but no r ore than 10 working days 1-800-272-4480 or by calling 811,the electrician ✓ with no objects on top of electrical cord. I _ (excluding weekends and legal holidays)prior national call before you dig number.For ✓ in a well-ventilated space out of direct sunlight and m to beginning any mechanized digging or excavation work completed on personal in a location that allows ✓ I OI FLEXIBLE COIIPLINS MEETING ASTM CA23 STANDARD E L0HEIR excavation work Lo ensure underground lines property,it is the contractor's unencumbered access for protected from elements such as direct rain or Snowfall. EGVAL TO FER lro WITH STAJNLESS STS BANDS P.G.PAD, are marked Excavators and contractors can responsibility--NOT the homeowner's--to I SEE DETAIL THIS DWG also submit locate requests online,through contact DigNet.Having utility lines marked inspection and maintenance ✓ Hardwired to ower in states and that require O SEALANT MEETING ASTM Gogo STANDARDS EQUAL y y P P digging s p p ) q ITIC.If you do not current) use ITIC, lease prior to di m is free of charge. 3 activity a hardwired connection. TOGONSEALG5-1OI BUTYL SEALANT call 1-800-524-7603 for more information. of 3 SCDHS SET Alexandra Fox Stern 1997 Trust 63165 C.R.48,Greenport K SCTM#: 1000-40-1-14 r 2/8/22 e r _ � �s— Y 1 DesignSmiths o Architecture Peak Height metal roof + 231 943 2323 el. 86.2 319 N.ELMWOOD AVENUE TRAVERSE CITY,MI 49684 www.designsmiths.us wood siding no trim at windows and doors 7. z Cw) floor(e) Lj I \,V el.-56.6' natural grade north elevation (n200 Scale: 1/4"= 1'-0" O metal roof Peak Height ------------------------------ el. � FEB 8 2022 S(-.L.,t h I i n 0 owd f ir�a.:tcns j wood siding # Description Date A revised 8/3/21 no trim at windows and doors CM Fox Stern Trust Residence 63165 Route 48 Greenport, NY 11944 SCTM 1000-40-1-14 0 C) floor(e) --------------------------- --- el.-56.6 021 �T _N F1 -------------------.—natural grade Elevations A (-2—) east elevation =k200 A �OO Scale: 1/4"= 1'-0* L————————————————————————————————————————————————————————— —i extend existing chimney beyond new roof DesignSmiths Peak Height A+ rchitecture metal roof --- -'-- -- - - - - - - - - -el.-8s: 231 943 2323 319 N.ELMWOOD AVENUE TRAVERSE CITY,MI 49684 www.designsmiths.us gutter and down pipe no trim at windows and doors wood siding N, LLJwood deck, guard and stair to match existing Cn Cn Cn floor(e) ell.-56.6' 17� natural grad —————————————————— —————————————————————————————————————— —i----------———————————————----------------- south elevation �01 Scale: 1/4"= T-O" J L — J L—-1 F—J L—-1 F J L 1 L----J L----J metal roof Peak Height el.-86.2 J- '0V FEB 2M no trim at windows and 5outtlold Town FA doors Board of I ru.';t0eL____j 1 El # Description Date A revised 8/3/21 Cl) wood siding wood deck, guard and stair Av to match existing Fox Stern Trust Residence 63165 Route 48 Greenport, NY 11944 SCTM 100040-1-14 floor(e) -floor 56.6'— — —-—-—-—-—-—-—-—-—-—-—-—- natural grade el.-53' .021 N Eleva ions west elevation 21 (A?JOI Scale: 1/4"= V-0* A201 ------------ - - -- ------------- -- ----- ---- --- Desi riSini�:hs - Site Comparison: Fox Stern"i rust (2021) vs Quinn (Case No. 1151, 2018) i I Architecture I ---— -- ------ -- --- -- I � + 231 943 2323 KEY �ii%i z��'l��t ED Area of existing dwelling to be reconstructed w �5�!• ��i�i, / /�1!' the same footprint,over existing foundation(same I foo'pnnt as additions and alterations approved for Qu,nn,Case No 7557,2018) I Area of proposed dwelling in place of existing I i dwelling and porches(same area as addl6ons and alterations approved for Quinn Case No 7151, EXISTING DECKTO EE ` 'y � 2018 '9�x ,�. /j j RESURFACED i TOP of BLUFF ' �` • I Area of proposed porch,deck additions and steps , Nf01F RONALD E SPILLANE ^ (expansion of footprint of Quinn addl6ons and `• ^ alterations COASIAL EROSION HAZARD LINE AS SCALED FROM "-r,�^' f — " '" EXISTING 1 S 2811DZY COASTAL ERISION HAZARDAREA MAP PHOTO q3)-59"3 �Xy / �� DWELLINGTO BE A(�dOVED j SHEET 130F49 " �'' l ''^ j // - �"—°"" TO EXISTING FOUN0A710N I?.0 Area of approved Quinn Additions and Altenulons AND REPtACEDwtI NEW'. (2nd Floor deck addition and pergola}no longe 2-STORY DWELLING proposed EXISTING�IORUUND POOL- l/ S °%�> -J % ��, - _ LL Existing Unchanged TO REMAIN r ^'PROPOSED IFJZEGULARLY SHAPED 427$DECK ADDITION 1. 1 y '��r .•• 'WITH l4'X20S'TRELLISASOVE'�-,- � _ 3t AREAOF PROPOSEDBE � 4 ✓, - _ _ - �g - �� `•'' _ yCONSL � TRUCTED N PLACE dF ORCHES EXISTING ORCHES�77 •F` _^ `PROPOSEovx3rCOVERED -,EX COCRETE BLOCK WALL _PORCH ^ ' t ,y,100'SITRACK FROMTOP OF ` i`��:` ;'•", �� O- F IXi I, I s > w• z ! z _ x � m 1i 1 a x" _ Ig �,; _ i" .t I 1" i N10/F JO L N �F ERN 4 t' 1 r-�-� l , W _ t a' a ti t Ft• aF}n! "Ste..i �v. t „. kt'y 1 1 N/O F IAURENC , - E LOSCAt20� , - nes l :l 1 J .r� , ,�t- t,,, A .ro= TI t �C ES([.STINGS'HIGH METAL > `.°• `MESH FENCINGWHI ITH �- �'" PLASTIC MESH DEER 1 t �.A^l 'S1�•`" 7< c NG > al' S` 1s P tip ?C " fiEv;b , V' t"1 �� RL� �I ! ^ ^ Q I / l �1 = W r t-�� dc r,. 1 , •} t `LT , I -I UTILITY P OLE9437B-- F ., V,1"iEd� 5^ g a SSI x� R .T /.. t, x _ Al r.p 3 1- T, .2' i z' H a- � f+,' i ,x`` l ^r iT 0 ,' O - i�' #' �Descd lion Date -- .�; ;�„, "'A revisedt' Bh6121 $'" l �W , it aC J 1 S — 6 ;�u _ �t s` � l i 7 �I c 1 � a EI '1 i z.> � - "x�. • " `its l s, g `"� ,h i f �,'` •y . Fox Stem Trust Residence •,i 'a .>� _t - _ ``i; ,:.:h „� •• obi i 63165 Route 46 ,..Y� .i a , sa„"3, ,:k.'"•'- }i� 2 '= Greenport,NY k," z�-�•,-- 'K ate, ...;,, /, i' I„ 1 _ t x :R�;,x;' ,� _ o __ z= • - ,s,.^y�i'( i '� / -�y„w;. I 11944 °'' - - "i� S50 x� f SC7h11000-40-1-14 - FINALMAP `�, Vis!¢ REv[�iNED'F3Y�BA ,>,�, / SEE DECISION# ( I l DATED i !��l I "� N FEB Site Plan Sc^uthbid Town BOard Ol`Trustees`''` �_€ o site Ian B003 ,0 /'y M1 I � i DcsignSmill�s vazco i ArdIII eCture + 237 943 2323 iRN E-eD-IEN E n'E111 1111 n ' I C wwwc ___________________--- - ------------ ---------- - I i I 18'-10 114' j I 10-8 1/8• T-3 1/8• I I 1 I ' wea�reeu " —I I ------- I i JLL- I _ I I I • I I I I I I I I I I I � I uemeoe� � 0 0 I I I I I v cel:vete I -------------- I II 4�I I II I I, I - I I q I t y rl_—-- vA3oo I �11 1 �L`-1�J1 11a300 I / ___-_- ___-_.—__-__._- ___—_ r`arvF -i--i �----- �----� 1 i 4EP 2 2101 =0vr+cLIon10C, I I I I I o I � I I I j # Descrlp6on Date I I A I re,nsed 8/3/21 I — I FINAL MAP REVIEWED BY ZBA i 1 I i I i SEE DECISION#-50 ® ------i i DATEU-L 15Az01 1 � I I I I � Fox Stern Trust Residence `y1E�A EQ "Cy 63165 Reute 48 jI ¢�4�� Fyogs�F Greenport,NY 1 j I 3 11944 � SCTM 100040-1-14 I I `IVfJ l 1 j E 1y 021FP0 a j M' OFNE•rl i 1 I �N ' ® 1 / L8 8 2o22 AmLower Level o Scale va• I I I ® I I ®�� I 1 - --------------- -----------'1--- I I Plans Southold Town Board of Trustees A S 20'-6* 6 3• I 00 I DcsignSrniths Architecture + 231 943 2323 000 AVEIUE FAV_ CiiV,nl ag6an nr tic5 gOsml[1,x Vx � I O r--------- I I � I I I I r I I I I I 0 0 0 0 0 0 ---------- b xwnrnl lel 0 Ink azrz9e lel Smi.(el I -- � I I I I I I I I I � I I PECEP/ED �SBb tr�pBO AP I SEP 22 2021 �1a.��,U UEL(F4,o ZONING WARD OF APPEALS 1� Descn Uon Date, A revised &3/21 FINAL MAPFox Stem Trust Residence 63165 E C E 0 V E REVIEWED BY ZBA Greeny outs 48 SEE DECISION# -5 Greenport,NY 11944 DATL:D-J—/ D/_Qr,)- SCTM1000-40.1-14 FEB - 8 2022 �Exls6ng Lower Level/Foundation Level/Foundation N _ ioo scale 1/4"=1'-0" , Southold Town Board of Trustees Existing Plans Lower Level/Foundation IooE . ---------- --'-- ��---'--------� ---'--- ---� ------ ---------- ------------ –'---� F- I/A200 / Desi n�n�jU�s | r�' �° n | / AiohiLcot-mr | | ^ 2319432323 :�a��w� —� ^ ' / ) | ' ' | � / ! l / 01,41 / md Fj A301 x cyll 7. 022 FINAL PAAP Ir FEB 8 2 REVIEWED BY SEE DECISION ff DAT ED_J_ 1W01 Southold Town- mgBoard of Trustees Fox Stern Trust Residence AM: �ks p 63165 Route 48 11944 SUM 1000-40-1-14 021 DFN r-j—)Man Level f Plans Al 01 | ` ' DesignSi [hs ' IIA200 nl 231 943 2323 60*-111 91-11 518' 18-3314l, 7-3 1,8' ll*.3314* W-3 314" 1� --------------- —--------------------------- 1----------- ........ .--------- 4----------------- ------- � / I � ^moi � ws � i2 T i7mni iffisoi T T A— T- ------------------------------------------------------------ IIA300 F-im I I 1IA300 Tj 7 -7 --------------------------------j I mcv-3 2021 EC E ZONVG boAf.o Cir P 1,0,0, FEB - 8 2022 # Descripjqn Date A re-ed W/21 RAL MAP ��U—tfi—oTd—T—b,,f—ri ''E/'EWED By_7 Board of Tir SEE DCCIsI01V# SA lIA201 2022 0"frl 1� stees Fox Stern Trust Residence aED an AE p 63165 Route 48 0 Greenport,NY " 11944 6-2 SCTM 1000-40-1-14 3-9' 6-1 W 111-0 V81 021 36-71/2' 24'-0' L 5..Ie 1/4-=1'-0- 60-11' Plans PA %102 ----- --- ----- - -- - - ------ - - ----- — esignsillidisl 1/A200 rlreltiteclure \/ + 231 943 2323 i r .err eez�srzmnnz vs I I I I I I I - � I I ------------------------------__---__-------------_--------------------------------------------------1 I � I I I I I I I I I I I I I I , I j I I I �I of I I I I I I SD I I I I _ ,I` i t/A301 1/A301 I I I I I - I I I I I I I j I I I I I I � I I ` ------------------------------------------------------------ I I ' � slope_ _ slope � I 1'A300 1/A300 c I ❑ ❑ _ ❑ L------------------- -------------------J ��a vr'-'L LH.-.•'i-��:�� ♦ - rrf.EN`-0 YJ, `. `�:> ISEezgza orzt s.�'- rrP:!'L- �'-i' '� �'�Y';� `4j;r- integrated 9ulter - ZO`+1 nao a # Descn Lon Date A revised 8/321 o� FINAL NIAP -- ��/ i REVIEWED BYZBA SEE DECISION#I L v 2A of _ DATED D/- - Fox Stern Trust Residence E 63165 Route 48 \ung l�r�'' �- p1 vf,/ Y Greenport.NY Illi�Illf Illy f'i'�'i�l I 1 j 1 ` L5 V E 1J E i¢e \ 1 11944 SCTM 1000-00-0-14 — F E B - 8 2022 OF NEY7� 1� Ci \ H�in , Id 4h Fd hI �� (E� t roof N A703 Scale 1/4'=1-0- Ji Oil �IF; lR - �— Southold Town Board of Trustees Plans 103 DesignSmiths etal roof Arch itccl.0 re —m ♦ Peak Height ___________——-- / + 237 943 2323 eL e ate N EENw000 AVENVE aA ASE ary waysea ww a z�gnsmlths uz - -- —__ I I -- -- -— wood siding ♦ , ♦ , ♦ , ♦ , �� ♦ , ♦ , ♦ , 1 i �� ♦♦ � no fnm at vnndows and ♦ , ♦ z ♦ ♦ , , ♦ doors f I fioar ek---------------' ��--awalgraae --- I -- �e1-5a'--- - _ r t north elevahon , A200 sale Ila'=1'-0' O —metal mof _----. —_--_-------Peak Height el 86 2� C EWER _ BSEP 22 2021 _ EC E { - W � wo 'nNlya 6onnn or ameni.s od siding u V F E B 8 2022A revised lion Date: ♦ emmi EJ EJ no trim al windows and - doom Southold Town � Board or Trusiees Fox Stem Trust Residence �� ♦♦ FINAL MAP 63165 Route 46 Greenport,NY REVIEWS BY ZBA 11944 ♦ SEE DECISION# 75'6(, SUM loonAO-1-14 EFED Aa 4i�'ay-W UELIFyoti. nmr(e) e�-sss• * ��1�K �tb 027640 'F s natursl grade r�C�FNE�N`(G� a ------.---_-- e4-53' ons 2 east elevation 6�1 f 1 A2o0 Sole 11a'=7'-0- ® YC L_-----—----------—_ ---------------------- extend existing chimney D esi gn S,tni th s beyond new roof A^ Peak Height t,rchi LeeLure ------------------- +237 943 2323 metal root et-862 n.v asE coo- <s"sea ..w de—,—m,us gutter and down pipe— no tom at windows and doors wood siding wood deck,guard and stair to match existing i i i I f1wr(e) F-66 fi' —_-------------natural g2de - I I I I I I rr L _—------'--— 1 I I I I I I I I 1 south elevon ah ` I I I I I I I I Aso1 scale 114•=1•-0• F—J L_1 F—J L--1 F—J L—1 FJ Ll D L----J L----J L----J L---i '•- --metal roof Peak Height �'el-862 i i 61 } C M fECEIy6p ISEP 22 2021 -- — 7nNING BOARD 014r'CALC --no tnm at windows and FEB - 8 2022 _ doors y \ Southold Town # Desarybon Dale: Board of Trustees A rev ed 81321 --wood siding wood deck,guard and stair �- to match existing Fox Stem Trust Residence 63165 Route 48 HFIiJAL GAAP Greenport,NY REVIEWED BY ZBA sc�1000-40-1-14 SEE DECISION: aFAaa � ----------- DATED_/ 14 uEttE / v`sa� �Sij nan,al gad- c1--63' 'tb /FOpNE•N I Elevations z west elevahon A201 sole V4•-1-0- A201 Glenn Goldsr. President Town Hall Annex 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 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: 0"I J 4 Completed in field by: ` En-Consultants on behalf of ALEXANDRA FOX STERN 1997 TRUST, c/o JOLYON F. STERN, TRUSTEE requests a Wetland Permit to construct a 1,863sq.ft. two-story, single family dwelling with attached garage in-place of existing 1,686sq.ft., 1 & 2 story dwelling, and 43sq.ft. and 134sq.ft. porches (existing dwelling foundation to remain, with structural reinforcement provided if/as needed; new foundation to be provided for portion of new dwelling constructed in place of existing porches); remove existing 89sq.ft. and 169sq.ft. second-floor decks, and resurface existing 1,184sq.ft. deck to remain; construct 427sq.ft. deck addition to landward side of existing deck with 6.3'x14' stairway to grade and 14'x20.5' pergola above; remove existing 294sq.ft. masonry patio, and construct 299sq.ft. porch addition on landward side of reconstructed dwelling with 8'x10 entry stair; remove existing septic system and install new I/A sanitary system, utilizing approximately 77 cubic yards of ratable soil to replace existing subsoils; and to install a stormwater drainage system. Located: 63165 County Road 48, Greenport. SCTM# 1000-40-1-14 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet - 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111_X SEQRA Type: I II Unlisted Action Type of Application.- Pre-Submission Administrative Amendment V Wetland V Coastal Erosion Emergency etiolation Won-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: f r t , I have read & acknowledged the foregoing Trustees comments- Agent/Owner- Present omments:Agent/Owner:Present were: _ G. Goldsmith N. Krupski _-E. Sepenoski L. Gillooly E. Peeples Other � + ti � Ta DIr Eos, 2 DEC �� s, 3 2021 DID I Y ,ham++ 1�1 's^tie �cP00. . e„r G� b o � O o + SURVEY OF PROPERTY SITUATED AT GREENP ORT TOWN OF SOUTHOLD ~; SUFFOLK COUNTY, NEW YORK Vj0°p G J 117�0 S.C. TAX No. 1000-40-01 - 14 SCALE 1 "=40' MAY 179 2004 SEPTEMBER 17, 2004 ADDED SPOT ELEVATION OCTOBER 3 2004 ADDED EXISTING LANDING OCTOBER 21, 2014 UPDATE SURVEY •01 OCTOBER 20, 2016 FINAL SURVEY FOR POOL 4 \1 Gam � �'GG�' � Gam � G°a \ \ ,'` �, : ooy � �►°�°¢ AREA = 115,389 sq. ft. (TO TIE LINE) 2.649 ac. 11001 c /4- \,\\� \� 5\i d, '�P y \ x.\g. PJN(F� Wqu :.•�:.�'•_ .: c^ � 0� \off �� woo°wAuc oy ./4IG� �p5 F, coo C oma;: 5 Q � RACK WA4 + J� hyo 1° \yb o� Tt 0 ICA 130 tA � •4y•♦•' d.. wrnot \ N'C`O_ ♦ s l ,d a. N Ilk .145 0 0- �G / :..is A. 4 a rye° ��l tr•• .♦. ' • . p a . • GONG�°�/ f•'t�' ;• h � :..♦ •' +• :d d! PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED I BY THE LI.A,LS. AND APPROVED AND ADOPTED ?P FOR SUCH USE BY THE NEW YORK STATE LAND �� "�``\` F °� • a I TITLE ASSOCIATION �. "" r d V4—. . 191 -CA N11b *� 10 S a, �' �' � 0 !�, GONG• j'.�.t....:� :: •• A:' cam/• �pfes'' N1, /N.Y.S. Lic. No. 50467 ,d �+ I UNAUTHORIZED ALTERATION OR ADDITION ♦d ' OLATION OF Nathan Taft Corwin III SECTION 720R OFSTHE�NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Successor To: Stanley J. Isaksen, Jr. LS. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND y LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. -223C 34 30 //' '/ / 42//�'////� / / / \ EX15TINO SUBJECT PROPERTY CURRENTLY: / 40 / / l DECK / / , / /'/' 46' / N/O/F RONALD E.SPILLANE .?::i .1, ' • :;r. P, «•,•,::.. 15 DEVELOPED AND 15 CONNECTED TO PUBLIC WATER,SERVICED W/PHR/GOMM/GTV VIA EX. WOOD STAIR, / / ,i 44' / /'S0 �' / / I EX15TIN6 SGTM No. 1000-40-1.0 -7.0 i }" w. ter, ��JALKS AND / / /f 14"GHE/F RY „. . �; r t, / UNDERGROUND LINES TAPED FROM UTILITY POLE No.43lD AND SUPPLIED W/LP VIA BURIED i , , 48 / / 1 5TORY 63403 NORTH RD 4 4''` F .. _•Y' '�' ' .Y.* ;', -PLATFORMS TO ' ' / / / I ;;: ' r• '~,.F� ,�,.. ' / TANK IN FRONT YARD A5 NOTED ON PLAN. , / / /pQ \ // 56 DWELLING DEVELOPED - PUBLIC WATER =� �. . � � /E)EAjH TO REMAIN �� //, /, / / /j \ ) / LONG ISLAND / 2' STORM DRAINAGE SYSTEM: / / PROPOSED 2 STY FR DWELLING SOUND s -COASTAL i / / 54 ! 2 1 • (2)STORM DRAINAGE DRYWELL STRUCTURES EXIST ON THIS SITE,(2) ADDITIONAL DRAINAGE / / i X 5� TO BE GON5TRUCTED OVER EXIST.P ELLIN6 ER05ION HAZARD LINE / / COMPONENTS ARE PROPOSED FOR TH15 SITE. EX.AND PROP.COMPONENTS WILL MAINTAIN , 54 S6 / / I I / AND PORCHES(1686 5F+43 5F+ 134 5F) PROPOSED CONSTRUCTION OCCURS ''`,'''' SUBJECT: / p� / A 10 SEPARATION TO ALL SANITARY STRUCTS. ALL DRAINAGE 5TRUGTURE5 SHALL BE / i / / ,b ; A5 SCALED FROM COASTAL, � � I � NEW DWELLING AREA- 163 SOFT. ON/WITHIN THE EXISTING �: ;-.:•�'.:'.+:�� '- � .' k`...,.,•� o EROSION HAZARD AREA / / / 54 r• ; , ROPER ' ti PLACED IN ACCEPTABLE LEACHING 501L5 AS APPROVED BY THE TOWN ENGINEER IN THE / / / • NEW COVERED PORCH AREA- 299 SOFT. REMAINING FOUNDATION. •, �' MAP PHOTO No.53-595-b3 r.., � :r',,.,:,„;^ ,t, •,`..,. -„r ,P, EVENT POOR LEACHING MATERIAL 15 ENCOUNTERED,EXCAVATION 15 TO BE CONTINUED TO I / NEW FOUNDATION/FOOTINGS Y•' ,, ,:, +'`: �� / /// ' SHEET 13 OF 49 / i 52 / / / NOTE: ? o ` Q zP / / SUITABLE MATERIAL AND BACK FILLED AS DETAILED. / SHALL BE PROVIDED FOR NEW k• : ,,.± �'. /' / / EXISTING FOUNDATION TO REMAIN,WITH xa •- • - ;-.~: n p / / M• �' / 18 CHERRY / PORCH � SANITARY 5Y5TE NOTE: / w STRUCTURAL REINFORCEMENT AS NEEDED WITHIN Q �p�� / //`��/'- EXISTING SANITARY SYSTEM SHALL BE ABANDONED BY REMOVAL. / / /' / �� / N41 PVG GO�IDUIT - AIR TO UNIT, / THE EXISTING FOUNDATION FOOTPRINT / / / // 2.: PVC VENT THRU ROOF OF D&C, ' \ ` �a �• . -r � �\ THE PROPOSED SANITARY SYSTEM SHALL BE LOCATED A MINIMUM OF 20 FROM ANY , / / 24"CHERRY _Sh _ G� e > =u s •"` " '`- g ;... EXISTING POOL DRAINAGE OR DRYWELL STRUCTURE / / / i / /' EXTEND A MINM OF b"ABOVE THE ROOF / PROPOSED STORM DRAINAGE 5Y5 �., ? /. / / THE PROPOSED SANITARY ETU SHALL MAINTAIN A 10 SEPARATION FROM THE EX.BURIED / / , LINE AND A MNIMUM HORIZONTAL - _ DEDICATED TO P/O CONCRETE DRIVE/ ,� . ,,r-_�,,. ,, ..t,.,*:: ::•,, . _*• 24 TINIIJ I / 5 LP TANK d LEACHING COMPONENTS SHALL RESIDE A MIN OF 20 FROM SAID TANK. ,/ // ,�, / SEPARATION OF 12 TO HE SLOPED � � --•� 6 PARKING AREA AND PROPOSED ADDITIONAL ROOF AREA ,7 �� ,. ,,:'•L��,,,,4f, p,'•a,, ..;.�,,,;:•'x.,',�:k^w:•. � PORTION OF 1HE ROOF PER BLDG CODE) ` / USE 2 -b'0x9'LI0 DEPTH LEACHING POOLS t� _jr),• �.r S' ;.y: ;` , . U ,; / "'// MAINTAIN REQ'D SEPARATION D15TANGE5 �r.;.b`;,t`s' .Hy.f }•,.f* ) ;'=r i "' .,r ��• / 40° i'' /'j AREA OF 015TURBAN6E: OPEN GONERS TYPICAL / 12"GHERR r PROPOSED / / ry p � '- .�', � �/ /'/ ! / ±14590 sq.ft.(03349 AG) _�- ! ! 14"GHERP.Y -_ENTRYZ / CONNECT/INTERCONNECT AS SHOWN LOCATION MAP: Lu / / / / / // -54 NOT TO SCALE o 10 i 1 i/ (`�'� • 8'x10',80 SOFT. / �_. i2,14,�� i i % , �'/, T 58 5� / , / /� 100' 5ETBAGK LINE p 1 / \ 14"CEDAR • FROM TOP OF BLUFF 20 22 i//'� /' '//i i / / /� / \� ' �' PROPOSED INNOVATIVE AND ALTERNATIVE � / Wo/F • 8.08'x36.92',299 SOFT. 54 �p ° a t< t�` RONALD E.SPILLANE _� / // x 4� '��.�� ' ,52 ON-SITE WASTEWATER TREATMENT SGTM No.1000-40-I.0-11.0 x / � �' B O 13"GH .RY 1% Zs P�,F9 ti, PROPOSED INLET PROTECTION o 63403 NORTH RD S / \ // 3 / �', / I STAKE 5- ' EXISTING DEVELOPED / r / gP �4 so �' EXISTING ' INSTALL WHERE OPEN COVERS ARE PROVIDED SANITARY SITE PLAN: �' 4 PUBLIC WATER / �- / c�\\ F�� / �0 � _/::�� _:,) CONCRETE /' > DEQ \ / SEE INSTALLATION DETAIL ON 5HT 2 o / r• � / e• � t✓ti vs, \'Y��:::•j DRIVEWAY SITUATE AT: 40 42 / / / //�� l "' EXISTING DECK TO REMAIN P� 0 0 "` \\� FOUND MAINTAIN GRADE OVER 44 4C, %% �� l ) op, EXISTING ' AREA: 11,184 SOFT. STAKE 63165 NORTH ROAD (GR 46) SGTM No.: 1000-40'-01-14 o I 14"CH a2 ENHANCED TREATMENT UNIT(ETU) OREENPORT NY GWMZ IV: 600 6PD/AG 43 50%�� / /� I STORY WITH NEW DECK SURFACE 0 G a 3 '5 (PORTION OF DECK CONTIGUOUS TO b PROP05ED '� " °\` MAINTAIN GRADE 5'BEYOND EDGE OF ETU,THEN TAPER TOWN OF 5OUTHOLD DATUM: NAVObb DWELLING 52 5q I +• /; �� :: DOWN TO NATURAL GRADE 0 33%(EQUATE5 TO 1'DROP SUFFOLK COUNTY, NEW YORK FLOOD ZONE: X `� ! I f DWELLING TO BE RECONSTRUCTED /� "' 2 5TY DWLG AND " Q. \ ti EX15T. 2nd 5TY DEGK5 TO BE REMOVED A, /56 CHERRY / ° , IN ELEVATION OVER 3 LATERAL DISTANCE) 54 0 AREA(%): S9 SQ.FT.AND Ib9 SQ.FT. `/IN IF/AS NEEDED) GAR ON LWR LVL '� w C` BUILT ON EX.FIND s o q c9 5'` / / ti EXISTING 12 STORY DWELLING/GARAGE 5 50 SITE DATA: EXISTING WOOD STAIR, -_ / / i / l $ `` F.FL. = EL.56.6 a / / ,/ / 24"GHERpr, - • 5TRUCTURE5 TO BE REMOVED,AREA: ±I,bbb SOFT. ! (5 BEORM5) EX WALKS AND PLATFORM _/ ,q'Twl,i sh / / / EXISTING FOUNDATION TO REMAIN 55 O A `P \ �NG,W° ° (2) 12° LOT AREA: 11536q SQ.FT. (2.64q AG) TO BEACH TO REMAIN RR, y / ; // // } /- - G 2 �`� �� 5\' c �y ��o �C � HOLLY TREES BUILDABLE LAND (LOT AREA LANDWARD OF GEHA BOUNDARY): / o I F o 0 COASTAL EROSION HAZARD LINE; - _= i2"CHERRY // / ` i � s' .� A5 SCALED FROM COASTAL - - ` ' _ g --54 100 5ETBAGK LINE p� m� as O`� \c� 3 `: ° 81,033 5Q.FT. (2.01 AG) 5¢4j / 14"CHERRY �L\`G / / / • n 9 5� f y UG MAINTAIN GRADE ER05ION HAZARD AREA MAP / �NbP / e 4^CEDAR FROM TOP OF BLUFF 52 ---- - Po o ��` `� 3bg2 / 54 -L Ti OVER PRECAST STRUCTURES PHOTO No.53-595-63 y°AKE _ se?o �s g\\�� 54 ' 52 30 F ,�. . c WD WLK _ F a LOT GOVERA6E: EXI5TIN6 : PROP05ED: SHEET 13 OF 49 9"CHERRY �' 9 MAINTAIN 5%GRADE WITHIN 20 OF EX.POOL v '.p0 . . . Ex. RF OVR ENTRY PORCH ±43 50.FT. N/A \\� / 6 � �' � . ° FGu�1p 50- - �\ � � 6855F, o � � 0�\_ �, ' � EDGE OF PRECAST STRUGTUR� � y `� / DWI 48EXI5TING DEGK TO REMAIN a EXIST. ROOFED OVER WD DECK .� F (EQUATES TO I'DROP IN VATION DWELLING /GARAGE ±1,686 5Q.FT. 1,366 5Q.FT. / : DRVWAY STAKE G / iGo OVER 20'LATERAL D TANGE) THEN DWELLING ADDITION N/A Ifi SQ.FT. O TO REMAIN \. I AREA: A04 SOFT. / ✓ s�r • po ti TO BE REMOVED -� - 3 54- ExP/ ' 5 p �i F.FL.EL.®56.6' \� 5 �„ 43_-` dT Y �N\. S 52 HOLE F< / WITH NEW DECK SURFACE �� G.FLEL645b' ::\` � 50 STRUCTURE TO BE REMOVED,AREA: 1134 50.FT. Oo A �pROQ: \ �� /' /,� Fc TAPER 501L DOWTO MEET NATURAL RF OVR WD DECK 4 PORCH ±134 50.FT. 2'qq 50.FT. (PORTION OF DECK CONTIGUOUS TO 9 �� a „ EXISTING FOUNDATION TO REMAIN �` ��% a L7 \� ��TP GRADE. POOL + + DWELLING r0 BE RECONSTRUCTED r �� . off �1.\ coN f\ �` `� ° -635 SQ.FT. -335 SQ.FT. ___ PATIO ±2q4 5Q.FT. N/A ,� ex (2112" � � EXIST. DECK . G � / _ �p 50 s�, � ' s P/0 AREA TO BE CONVERTED TO PROPOSED � � C, / ,�\N ��1 �� .p HALL �` HOLLY TREES TD BE RE�1RFnGED - 2 48' ° a RET. WALL PATIO ±26 SQ.FT. N/A ad i LIVING SPACE 4b f LOCUST 5 / IN-PLACE IF/A5 NEEDED) >55 t p{ 2{0 �� - \D E� q / LP 253 SQ.FT. N/A 52-- - � °�`��.-`` �t O X" 9 100 SETBACK LINE s / '� % \ ss, �^\ a L� s, 6 pr 15 ��' l 2nd FL. DECKS ± ±ba55F, d��' F FROM TOP OF BLUFF b i \ 3,' �y �y EXISTING DECK + + • EXISTING SWIMMING POOL T'O REMAIN �� rn � f o � � 31'x Ib.5,tbb5 50.FT. y ro x\ .. W\ 4b �,�{ 9 3 2, �G �3 y• �\� a , , -1,184 SQ.FT. -1,134 SQ.FT. -� REMAIN 54 ✓� ?` F� i�� 50 DP \� 43-` \f_ --�\- s.T. 52 ��,�� PROPOSED 2� EX.EURIED 1 g /' \ a o� / DECK ADDITION N/A ±421 50.FT. O : '� �\ - tis IRREGULAR SHAPE DECK ADDITION 0 ,�', MIN s \o/ \ a • 100 SETBACK LINE E�,,�O , TEST 44 ---- 2, \ LP TANK , 48 • FROM TOP OF BLUFF 4v - \ J��.�pPG .: � \- `� 50 HOLD/ FH • 4 119.25x26."15', 142"1 SOFT. a � � O' - _ \ � ` \ :FSS`- „ 0 \ TO REMAIN - ° FOUND LOT GOVERAC�E: ± ± \•� �- �/ °% t `� � � v _ �__ -48- s / 4p25 SQ.FT. 4,453 SQ.FT. � ` \ > LP 1 M�/ I ° a, CON. MON Ex.U.P. (4.42%) (4.q0%) r: usT 43 PROPOSED PERGOLA \ryo {24" EXISTING PATIO TO BE REMOVED _48 - �% / 42 -__ \ X '�A/N 4310 (v c EK EX U.R. OVER PROPOSED DECK RELOG'D LOCUST �Y//�O SRS I ° C • (N EX15TING ADJACENT WALL- TO BE REMOVED \ i� - °m - PODL 1 ✓24" �y '#4310 14.0'x20.5' 231.0 SOFT. ` - ` PROP. STAIR ADD'N �•F PATIO AREA: 1294 SOFT. 42'�'- vim` Ex.WALL, LocuST � �� _ / � ! I/A OWTS LTNTT SIZING: � V - F -_- `� Ex HTR / b25'xl4,tbb SQ.FT. , EX.HTR (`(� WALL LENGTHS: 120 AND 168 - x R �ryR{tYR) -- __ RE OG'D /A---- - / 1 � _ __ � - a ` VALVE S.G.D.H.S.DIVISION OF ENVIRONMENTAL QUALITY,STANDARDS FOR APPROVAL OF PLANS AND `� ` __ -- - �° it j50 40 FX POOL jDRNG\� RELOG12 '- / / CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEM FOR SINGLE-FAMILY RE5IDENGE5 \ rn Rp STRU RE PBDW - ' -----_- EXI5TING ROOFED OVER G!RD POR( _ __- I t f1 c� ____ - 50 DATED: DECEMBER 29,2011 �T�� X ADJACENT WALL d 5TEP5 TO BE REMOVED _ - y l PROPOSED // _ -/ �-' / 1 X46 \ TABLE 3: MINIMUM I/A ON-51TE WASTEWATER TREATMENT CAPACITIES ^ m EXIST.SANITARY SYSTEM tT ` \ a PORCH AREA: 143 SOFT. ` TO BE ABANDONED PER SCDHS S _\ I 1 5 BEDROOM DWELLING: ' W o LOCATION OF RELOCATED DRAINAGE STRUCTURES _ \ a I MINIMUM TANK CAPACITY = 550 GALLONS X Z #- WALL LENGTH: 14.5 FourlD ti --_ DW2 STRUCTURES TO BE REMOVED STAKE t"=�'Le �\ REQUIREMENTS. SEE BOXED NOTE, ` / LOCATED BELOW DECK ADDITION DROP SILt� -- -_ ►-� THIS DWG FOR ADDITIONAL INFO. 1j �j (�? EN$Ail _ \ I I/A OWTS UNIT LOAD CALCULATION: EXISTING FOUNDATION TO REMAIN � � \ � ` I I I Z � 38__ 40 � �\ `- >7 PROP05ED SILT FENCE BARRIER I \I I Z.i \ % �� N/O/F - � �� "44,, 1 I MAINTAIN UNTIL JOB GOMPLETION I I t �� t -_ o / 110 GPD x 5 BEDROOMS = 550 GPD TL FLOW REQUIRED • < U1 SEE INSTALLATION DETAIL ON HT 211 I \ 1 / JOLYON F.STERN __PROPO5ED \ a a I / PROPOSED SANITARY DESIGN FLOW= 550 GPD Q Z CSS \ I 1 5GTM NO. 1000-40-1.0-13.0 FOUND iE X38 20" EROSION CONTROL MEASURE ,42\ \ �_ • wj SEPARATION DISTANCE F:EQ'MTS FOR ti EXISTING POOL DRAINAGE STRUCTURE AND EXISTING j 63035 NORTH RD I IAPLE PROVIDE SLIT FENCE BARRIER WHERE ' \ I b \ USE FUJI ENHANCED TREATMENT UNIT SANITARY SEPTIC TANKS, I/A OWTS, app \po DRYWELL SHALL BE REMOVED AND RELOCATED AS \ � \ DEVELOPED,PUBLIC WATER SHOWN PER DETAIL ON DWG No.2 \ I a •• MODEL No.CEM,GRAVITY SYSTEM �� NOTED ON PARTIAL 51TE PLAN,THI50NO \ j 50 I 1 / •• TREATMENT CAPACITY: l00 GPD O O PUMP 5TA OR MANHOLE (RE5IDENTIAL): ��, ��T \ I I \ � I •• TL.WORKING CAPACITY: III GAL MIN.HORIZONTAL SEPARATION DI5TANGE5: ti \ I I I •• FLOW RANGE: 50-100 GPD A.BUILDING W/CELLAR = 10'1 PARTIAL SITE PLAN - MAINTAIN REQUIRED SEPARATION DISTANCES,SEE TH15 DWG FOR:INFO m B.BUILDING ON SLAB = 5'-0" /4b 1 SEE DETAIL FOR INFORMATION,DWG No.3 G.PORCHES,PECKS,HOUSE OVERHANGS, _ \ ' • PROPOSED SANITARY WORK CANTILEVERS,ETC, = 5-0 � � � \ I PROP. I/A ON-SITE SANITARY SYSTEM REMOTE FUJI GNTRL GNTR AND BLOWER D.WATER LINES = 10'-0" 1 I' I I '/ 40 AEROBIC TREATMENT PLANT: TO BE MOUNTED 3S'ABOVE GRADE OR ABOVE - SANITARY LEACHING POOL SIZING: E.SURFACE WATER(WETLANDS) =15'-0" 1 ' I i I / 1 - FUJI GLEAN USA ENHANCED TREATMENT UNIT(ETU), BFE WHICHEVER 15 H16HER(5EE 'H'FRAME OTL, PER 5.11 DIVISION OF ENVIRONMENTAL QUALITY F.PUBLIC WELL = 201 �j'' _ // I� I I \! In, • MODEL GEN?(GRAVITY SYSTEM,DESIGN FLOW: l00 GPD) DWG NO3) STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL G.PRIVATE WELL = -f5'-0' --- \ II 1 I 1 A, / •• UNIT INCLUDES: BLOWER MODEL MAGIOOR,SYSTEM Is CONTROL PANEL AND SYSTEM FOR SINGLE-FAMILY RESIDENCES H.RETAINING WALL(WTRPROOF) = 10'1 I /// 20 10 O 20 40 6D CONTROLLER(OP/GNTRL CENTER) W ALARM BEACON 4 REMOTE AIR GOMPRE55OR DATED: DEGEMBER 29,2011 ENGINEER: J.U/6 FUEL TANKS = 10'-0' I s GRAPHIC, 56ALE I" = 20'-O" AUDIBLE HORN ALARM(LOCATED REMOTELY AS SHOWN) LOCATION FOR OWT5 15 APPROXIMATE. VERIFY K.U/G UTILITIES= 5'-0" I 1 1 PROVIDE: WITH OWNER PRIOR TO INSTALLATION. REGZJIREMENT PER TABLE 5: c• L.ROAD STORM DRAINS = 20'-O � I / MINIMUM LEACHING SYSTEM FOR 5 -6 BEDROOM RESIDENTIAL PROJECT T. "�„0.A M.ON-51TE STORM ORAIN5= 10'-0" \ 1 °� •• 2 U/6 ELEG GND FROM AERATION CHAMBER(A.0 TO OPS { 4z' •• . •PROVIDE CONVENIENCE 6FI RECEPTACLE MINIMUM LEAGHING SYSTEM(400 5Q FT 51DEWALL AREA) F �� X / 2 U/G VENT GND FROM PRE TANK(P.TJ TO HOUSE STACK N.CATCH BA51N5 MON-LEAGHING) = 5-0 �. I ,I NEARBY CONTROL PNL 05ABV FIN.GRD MIN) MINIMUM 50%EXPANDED SYSTEM(300 SQ.FT.SIDEWALL AREA) < O.SANITARY LEACHING POOL = 9>'-0" ` I II •• OR CONVENIENCE REGEPTAGLE NEARBY CONTROL PANEL /• 44 PROVIDE 20 AMP SERVICE FROM MAIN P.SEPTIC TANK,PUMP 5TA OR M.H. = 5'-O" 1 I Irn I \ � I • MAINTAIN REQUIRED SEPARATION DISTANCES THIS DWG �:�`,�! l� CY_ Q.PROPERTY LINES = 5TA I A I ` / • MAINTAIN GRADE 5'BEYOND ETU,THEN TAPER DOWN TO ELECTRICAL PANEL IN DWELLING. } ` } ui A l / WOLF 5EE DETAILS ON DW6 No.3 1,. r 1 r�1 R.SWIMMING POOL = 20-0' 40 I � / / ANNE WAL5H PROP/EXIST GRADE AT A RATE OF 1:3 SANITARY LEACHING POOL DESIGN: �' 5.TOP OF EMBANKMENT OR STEEP SLOPE If rnl WOLF 56TM N0,1000-40-1.0-11.0 • SEE DETAIL,DWG No.3 ti I 1 Ex.U.P. 42 LAURENGE L056ALZO LEAGHING SYSTEM FLOW REQUIREMENT: (15%SLOPE OR GREATER) _ 25'1 _ / ! ' ` I / •° / \43TB / S,-'TM No.1000-40-1.0-15.0 63411 NORTH RD 400 SOFT LEAGHING AREA/25.0'5Q.FTJVERT FT= Ib VERT FT REG']? T.BLUFF = 65'-0" 40p05 I / / / DEVELOPED „ 1 / a / / PUBLIC WATER U.DECK/RAMP = 5-O �. ! 63345 NORTH RD O O ED LEAGHING FIELD p 5 EQ / t I / / ,\ 40 VACANT (2)b'�x b'EFF.DP LEAGHING POOL U5E: FOA✓D / \ ` 11 / / / /// / 38 11� • LOCATION FOR 50%EXPAN51ON SHOWN NOTE TO GONTRAGTOR: (2) b'(P x b' EFF. DEPTH LEAGHING POOLS / • MAINTAIN SEPARATION DISTANCES,TH15 DWG • PROVIDE A TOTAL OF TI CU.YO5 OF RATEABLE 501L... MIN. LEACHING AREA REGO' = 400 50.FT.OF 51DEWALL LEACHING AREA JEFFREY T. BUTLER, P.E. ' \I 36 a� MAINTAIN 5%GRADE OVR 20'BEYOND SAN.LEACHING •• PROVIDE 46 GU.YD5 OF RATEABLE 501L(SW OR 5P PER A5TM SIDE WALL LEACHING AREA PROVIDED = 400 5.F ABANDONMENT BY REMOVAL: I \I /` / // // ��oJ FOUND COMPONENTS,THEN TAPER ON 70 PROP/EXIST GRADE STANDARDS) FOR THE PURPOSE OF REPLACING UNSUITABLE UPON 50 X EXISTING SYSTEM TO BE ABANDONED BY REMOVING ALL RESIDUAL I 1 ��' / / PIPE SEE DETAILS ON DWG No.2 SOILS WITHIN THE PROP05ED SANITARY LEAGHING POOL 6 NIDE -- %EXPAN51ON INSTALL AN ADDITIONAL: -1 5EWA6E WASTES BY A LICENSED WASTE HAULER,REMOVING THE I �4' � // / /34 COLLARS. fU 8'� x b EFF,DEPTH LEACHING POOL / z / / 2\ COMPONENTS AND PIPING: MIN. LEAGHING AREA REGO' = boo SOFT.OF 51DEKALL LEACHING AREA {- EGRAVE:L NTIRE MATE (SAND PROPERLY COMPACTITH NG.LE SAND AND I I {' ` } / // // /\ 32 \Na DISTRIBUTION POOL: •• STANDARDS) FOR EPURP05ELOF REPLACE 501L(5H ING UNSUITABLE R 5P PER 4 SIDE- HALL LEACHING AREA 70 BE PROVIDED UPON EXPAN51ON = boo 5.F 40 \\ \ /, ``, 453, / / / • I -4'� PRE-CAST DISTRIBUTION POOL,SEE DTL ON ONO Not 17- SOILS WITHIN THE PROPOSED STORM DRAINAGE LEACHING POOL O -7 / • USE ENOCAP LEVELING DEVICES(TYPICAL) 2'WIDE COLLARS. SEE DRAWING No.1 FOR SANITARY STRUCTURE/COMPONENT DETAILS 1.1- 4 2 // / / / V� • MAINTAIN SEPARATION DISTANCES,TH15 DWG . 51TE 15 FILL NEUTRAL. PROPOSED FILL/GRADING OVER THE O }- SITE :PLAN c I _ \y ,/ / o�qj2 PIPING: SANITARY SYSTEM WILL UTILIZE EXGAVATED MATERIAL D15PLAGED z Sr QAO I -_ d^ / / / \ 4 SDR 35 TRANSPORT PIPE(TYPICAL,U.O.W DUE TO INSTALLATION OF SANITARY AND STORM WATER NOTE: O 't d' 3 EXIS .TING CONDITION / DEMO 4a \ • 38 / COMPONENTS. = Q Q �-� o / FOR SANITARY PROFILE,SEE DWG No.2 •THESE PLANS ARE DESIGNED TO COMPLY WITH... I H W f 9> 3CD 6 EL.49.0' O.O W } I / / Ex,UP. •UNOFFICIAL COMPILATION OF CODES RULES AND REGULATION OF THE%'TATE OF NEW •° /! 3 #437 3 2�° BRN TOPSOIL) YORK TER I.PART 15.STANDARDS FOR 4 K TITLE 10 DEPARTMENT OF HEATH CHAP I R � � � Z / I I a ^� / SILTY SAND,FINE, INDIVIDUAL ON51TE WATER SUPPLY AND INDIVIDUAL ON51TE WA5TEWATEfR TREATMENT l Z Z O �/ I cA �� Q a 2.0 SYSTEMS.APPENDIX 15-A F-� Q 42 _ \ ' I `� F_a a \� / /° a ° • o�a GRAVEL(5M) BLW 6RD 5.C,D.H.S. 'STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE Q•i W Q < CL 40 20 O 40 80 120 \ // l ` O / I0` 0 Lu o o EL.41.0 Q I- I GRAPHIC, 5.:ALE 1" = 40'-O" / I to SO , z p DISPOSAL SYSTEMS FOR SINGLE-FAMILY RESIDENCES-DATED 12-2q-21011. CL \1 -' ��I ��' �� °x` a . $RN/Lr BRN,$RN Q Q < !� � �T_ ° a SILTY SAND,5APD, W Q N/0/F U Y'i' •� • , as w m SILTY SAND, M--� W_ Z Z _ JOLYON F.STERN Q FINE/MED TO 4.0' po EL.45.0 FINE/FINE (5M,% BLW Z 6303 1000-40-1.0-13.0RD / o m �3 I Lu O 5EPARATI ON D 15TANGE42 x. �� /o eP a ° _� B SILTY 5AND, - #, - N REQUIREMENT5 FOR DEVELOPED / S a° rT1 ((1 PUBLIC WATER 4O '/ ' p 0 d 3 FINE GRAVEL #--# Z v (v 1 38 �P a / o E- EL.41.0 (5M) BLW GRD Lf� SANITARY LEACHING / �\ fie\ STRUCTURES (RESIDENTI� 36 T� ,�vp �� • �� o o � R MINIMUM HORIZONTAL SEPARATION DISTANCES: 36 \`- `` ��Y' • °rv.� x o BRN/LT BRN 51L71' SCDHS REF. No. J �- A. BUILDING W/CELLAR= 10'-0" ,�j° ° m t1 I o 5AND/5AND,FIN=, IOD, LEGEND: REWORKED CONTOUR ••••.....6........• B. BUILDING ON SLAB= 10'1 / V J QQcc z &RAVEL(5M,5N) OLL G. PORCHES,DEGK5,HOUSE OVERHANGS, STORM DRAINAGE 34-- F a\e - N�� Xe • Q - Q EL.39.0 BLW PROPERTY LINE EXISTING CONTOUR 6 -- CANTILEVERS,ETG = 5'-0" \\ �� LT BRN 5AND, ^ � M CALCULATION : o� oo ��' PROPOSED GONrouR-� D. WATER LINES = 10-0 05 5. Q.1 MED/FINE TRACE 12.0' PROP SANITARY PIPE ss ss E. SURFACE WATER(WETLANDS) = 100'-0" VOLUME= AREA x RAINFALL x COEFFICIENT oU nO+ `�. �� Vp OF GRAVEL(5N) EXISTING SPOT ELEVATION x6.0 Z - `�0 , DEVELOPED PROPERTIES EL.31.0' BLW F. PUBLIC WELL = 200-0 RAINFALL = 2.0" = 0.161' ��n �� ajo\/p�� ° 6REATER THAN 150 L.F. EX.LP.TANK SUPPLY LINE -us-uo-uo- W 6. PRIVATE WELL = 100'/150' �7,a FROM SUBJECT PROPERTY% LT BRN 5AND, EXISTING SPOT ELEVATION 6.0 m COEFFICIENT OF: � H. RET.WALL(WTRPROFF) = 10'-0" •CONCRETE DRIVE/PRKG = 1.0 A�7S v� • PROPOSED 5ANITARY 5Y5TEM MED TO FINE 14.0' EX.U/6 WATER SERVICE W W = Z Q J. U/6 FUEL TANKS= 10'-0" •ROOF AREA = L0 X84 • EL.35.0' (5N) BLW FINISHED FLOOR ELEVATION F.FL.EL. K. U/6 UTILITIES=5'-0" °° Q EXISTING OVERHEAD UTILITY LINE: - - - - AREA OF: EXISTING UTILITY POLE �, v L. ROAD STORM DRAINS OR •ADDITIONAL ROOFED OVER AREA = 1299 S.F. LT BRN 5AND RECHARGE BASINS = 20'-0" •CONCRETE DRIVE/PRKG AREA = t2,356 SOFT. t�� 1 MED TO FINE, PROP.U/6 ELECTRICAL/COMMUNICATION M. ON-51TE STORM DRAINS OR GrG TRACE OF SERVICE LINES: -uG-urs-ue-- TEST HOLE - DEC 2 3 2021 RECHARGE BASINS= 10'-0 1299 SOFT.x 0.131 x 1.0 = 49.93 GU.FT.(ROOF RUNOFF) �\ �g� GRAVEL(54 200 --'-� f� /� : N. CATCH BASINS,NON-LEAGHING = 10'-0" 12,336 SOFT.x O.Ibl x 1.0 = 399 GU.FT.(P/0 DRIVE/PARKING RUNOFF) \� E� EL.29.0' BPROPOSED SANITARY SYSTEM: LW 6 PROP05ED SANITARY SYSTEM: PA(3E : 0. SAN.LEACHING POOLS= 8'-Q' STORAGE VOLUME REQUIRED = 443.93 CU.FT. G END OF BORING P. PROPERTY LINES = 5'-O" ��P O COVER TO GRADE6RADE „. r Q. TOP OF EMBANKMENT OR STEEP SLOPE \ VER BIO COVER TO GRADE r ; USE: NO GROUNDWATER ENCOUNTERED CO4 Q . GONER BLW GRADE (15%SLOPE OR GREATER) = 25'-0° 2 -b'd�x 6.0'H.(6.0'LIQ.DEPTH) 51TE PLAN BASED ON ORIGINAL SURVEY BY: HIGHEST EXPECTED GROUNDWATER® EL 3334 R. $CUFF =65'-D" INTERCONNECT POOLS A5 SHOWN NATHAN TAFT GORWIN,LAND SURVEYOR FUJI GLEAN USA LEACHING EXPANSION 5. SEPTIC TANK,PUMP 5TA, STORAGE VOLUME PROVIDED = 506.33 GU.FT. 1536 MAIN ROAD TEST HOLE DATA ENHANCED TREATMENT UNIT(ETU) POOL /� POOL ' GREASE TRAROR MANHOLE = 13'-0" JAME5PORT,NY 11941 / 1 T. SWIMMING POOL =20'1" 5TORAGE VOL. REQUIRED: 144q CU.FT. SURVEYED: MAY 11,2004 BY: J.R.HOLZMAGHER,PE.,LLC, 1\P �/ EXP ` U. DECK/RAMP = 5'1 5TORAGE VOL. PROVIDED: ±5Ob GUPT. LAST UPDATED: OCT.20,201b ON 06-17-201 -/ 500H5 APPROVAL AREA: of 5 SCDHS SET I I FIN15HED GRADE LEACHING POOL INSTALLATION AND CONSTRUCTION CRITERIA: " " 2X4 WOOD FRAME CONCRETE z � I.FOR AREAS ON SAND AND GRAVEL,THE DESIGN OF THE LEACHING POOL STAKEWOVEN WIRE FENCE (MIN. SYMBOL: DOVER 2 N SHALL BE BASED UPNON A MAXIMUM LEACHING RATE OF 1.5 GALLONS OF -� 14 1/2 6AU6E W/MAX. 6" MESH 5PAGING) N SEWAGE PER DAY PER S.F.OF 51DEWALL AREA. to 2.LEACHING POOLS ARE TO BE GON5TRUGTED OF PRECAST REINFORCED 3� FABRIC CONHIA 20° j\ CONCRETE(OR EQUAL)LEACHING 5TRUGTURE5,SOLID DOMES WR SLABS. ] -� - ro 36" MIN. LENGTH FENCE P05T5 CHIMIN \ \ 3.LEACHING POOLS SHALL BE A MINIMUM OF VIN OUTSIDE DIAMETER 10' MAX. G. TO G.4.ACGE55 OPENINGS WITH A MIN.DIA.OF 20"SHALL BE PROVIDED FOR EACH �� DRIVEN MIN. I6" INTO GROUND. POOL./// 5.ALL GONERS,WHEN NOT REQUIRED TO BE BROUGHT TO GRADE,SHALL BE OF PRECAST REINFORCED CONCRETE(OR EQUAL).COVERS OVER 3'N ARE NOT � z = - o77-7� M ® PERMITTEDDROP INLET =1111A ® _ _ WITH GATE - IaP ® FRAME o0 6 FILTER Ye ® o Q q �- ( HEIGHT OF I6 MIN. �� ,( BURIED FABRIC - O� 117, co z 3'MIN. LL 5 MIN. � 1i � 11 1 � i X <V11 COLLAR w COLLAR nd 73 Zrn PERSPECTIVE VIEW WOVEN WIRE FENCE (MIN. 14!'2 3 �36" MIN. FENCE P05T 5" THICK REINFORGED CONCRETE GATHER EXGE55 GAUGE W/ MAX. 6" ME5H o C ONSTRUGTION SPEGIFIGATIONS TRAFFIC BEARING SLAB AT GORNER5 I 3 SPA( W/FILTER CLOTH � rn I. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE P05T5 WITH WIRE TIES N \ ® 1 �/ OR STAPLES.POSTS SHALL BE 5TEEL EITHER 3 "T"OR'U"TYPE OR HARDWOOD. ©® EXISTING GONG. PAVED DRIVE / 2. FILTER CLOTH TO BE TO BE FASTENED -�_ UNDISTURBED �; o PARKING AREA (TYP) FLOW z z E SECURELY TO WOVEN WIRE FENGE WITH TIES N 'x 24" DIAMETER GROUND o \\ a GON5TRUGTION 5PEGIFIGATION5 SPACED EVERY 24"AT TOP AND MID SECTION. Z X, - g� CAST IRON INLET - GOMPAGTED 501L - �- , 1 FENCE SHALL BE WOVEN WIRE,121/2 GAUGE, o LZ ` -/Te-77 -/ '/�-. -/ / -/ GRATE 4 FRAME - I.FILTER FASRIG SHALL HAVE AN EDS OF 40-65.BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. 3 MIN TO � I „ I `�� - �- ->._��,=�-'? �_.>-_-��-�?-�='-`�>�� "�>; `�>-{`'-�-' b MAXIMUM MESH OPENING. EMBED FILTER CLOTH 3 2.GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEM STAKE. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN RECORDED m ' 3.5TAKE MATERIALS WILL BE STANDARD 2"x 4"WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. EACH OTHER THEY SHALL BE OVER-LAPPED A MIN. OF 6" IN GROUND. GROUND WATER � Q-" z o¢�+ 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 15 INCHES DEEP.SPANS GREATER THAN 3 FEET MAY BE BRIDGED BY SIX INCHES AND FOLDED. FILTER CLOTH < PREGA5T CONCRETE i:Z \ WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. SHALL BE EITHER FILTER X,MIRAFI IOOX, 5EGTION VIEW COLLAR DEPTH - e , CHIMNEY / 5.FABRIC SHALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND 13AGKFIII ED.IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. 5TABILINKA TI40N,OR APPROVED EQUAL. (BACKFILL TO BE GLEAN SAND w,n e'.. rea b.A 2 x WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC,FOR OVER FLOW STABILITY. 4. PREFABRICATED UNITS SHALL BE 6EOFAB,EWIROFENGE,OR APPROVED EQUIVALENT. AND GRAVEL) z z¢ 5. MAINTENANCE SHALL BE PERFORMED A5 NEEDED AND MATERIAL REMOVED WHEN D - o MAXIMUM IMAGE AREA I ACRE "BULGE5"DEVELOP IN THE 51LT FENCE. �?n - ELEVATION - ® ® ® ® b' DIAMETER x 4' DEEPL U.S. DEPARTMENT OF A6RIGULTURE FILTER FABRIC TYPICAL _ \ ® ® ® ® NATURAL RE50URGE5 CONSERVATION 5ERVIGE U.S. DEPARTMENT OF A6RIGULTURE o°� PRECAST CONCRETE �r o_ DROP INLET SILT' as IS" TRAFFIC NEW YQRK STATE DEPARTMENT OF ENVIRONMENTAL GON5ERVATION NATURAL RE50URGE5 GON5ERVATION 5ERVIGE T - ` a°ogp�o ® ® ® ® �LEACHING RING. �°, BEARING DRAINAGE PIPE. NEW YORK STATE 501L WATER CONSERVATION GOMMITTEE PROTECTION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE SANITARY_ LEACHING POOL (LP) ® ® Eg NEW YORK STATE 501L 8 WATER GON5ERVATION COMMITTEE d o�a°a � 90°"o 00 (STORM DRAIN INTERCONNEGTION) NOT TO SCALE I °$b11- e °`P I "p° 11- 0 po DOSIS° I P o"o- ® ® ® ® oa - ® ® D p° NOTE: -Hid °°oa + I. ALL DRAINAGE 5TRUGTURE5 SHALL BE PLCEO NOTES: PROVIDE COVERS: ® ® o°o o o° IN AGGEPTABLE LEACHING SOILS A5 APPROVED • I. PIPE JOINTS TO BE 5EALED W/ �t -I oo a a e m ASPHALTIC MATERIAL OR.EQUAL. WHEN REQUIRED TO BE SET AT FINISHED GRADE ® ® o•°° °o� I BY THE TOWN ENGINEER IN THE EVENT POO USE: yob°��p • 2.USE ENDGAP TYPE LEVELING HEAVY DUTY,WATERTIGHT,INSECT-PROOF I •oo a go va II LEAGHIN6 MATERIAL 15 ENCOUNTERED, DEVICES(TYPICAL) i EXCAVATION 15 TO BE GONTINUED TO 5UITABLE ADJU5TABL'E AND LOGKING CAST IRON FRAME d . CSJ Pooe o9 DOVER(CAMPBELL 102 C OR APPROVED EQUAL) ` GLEAN SAND 4 o o°a MATERIAL AND 13AGK FILLED A5 DETAILED. FINISHED GRADE oa 9a GRAVEL FILL. o Oke 0- °oa 0 oa o Oo MN Z Q ��,�� °�0`Dp°a� \j\. oo°o°o°oma oo''ooao ° o qS° o_ , O°°8a BAFFLE REQUIRED 1F T = N GROUND WATER _ - - - _ � - _ _ d o�o�so` __.- GLEAN SAND 8 h INLET PITCH EXCEEDS -- GRAVEL FILL. �/ \Q `O Y"PER FOOT-\ 2'-0" Min. S'-0" Diameter 2'-0" Min. 4"�SDR 35 PIPE, a a MIN.SLOPE=Yb"/LIN FT 3 Q ALL OUTLET PIPES SET®SAME X INVERT ELEVATION � X Z W Typical Section @ Storm Drainage Leaching Pool O 2"U/G PVG VENT, O N 5GGile: NTS TIE INTO HOUSE EXISTING m < 5 BEDROOM DWLG r"� OUTLET(5) FIN IFL.EL.56.6' Q W • INLET(5) VENT STACK O � 4"(P 5DR 35 PIPE, MIN.SLOPE=Ye"/LIN FT p ALL INLET5 PIPE5 5ET® MAINTAIN GRADE= O MAINTAIN GRADE OVER ETU FROM THE EDGE OF = O SAME INVERT ELEVATION BACKFILL SAND OR THE COMPONENT FOR 5 LINEAR FEET. trT1 l(1 N THEN DROP GRADE AT A RATE OF 3 TO I UNTIL PEA GRAIVEL(12"MIN) TAPER MEETS NATURAL GRADE. PROPOSED GRADE®FACE OF DWELLING = EL. X54.0' PROVIDE GONERS: (16'MIN GRD GVR OVR OUTLET PIPE) �T TYP. PRE-CAST DISTR •ALL THERMOPLASTIC COVERS MUST BE SET AT FINISHED GRADE SEE DETAIL(THIS DWG) w AND MUST BE LOCKING,WATERTIGHT,IN5EGT-PROOF,FLAT,SKID W W PROOF AND BE APPROVED FOR SEWAGE USE h+•1 7 TO SCALE •IF A RI5ER COVER WEI6H5 LE55 THAN bO L65 A SECONDARY PROP.G.O. F-y SAFETY LID OF DEVICE SHALL BE PROVIDED. \j\\j \ ENGINEER: MEN REQUIRED PROVIDE RTO BE SET AT FINI5HED GRADE USE: EXIST.GRADE OVER ETU®EL. 152.0 (015TRIBUTION POOL)CAST IRON COVERS -LOCKING,WATERTIGHT, 24' IB" IS" �\ ` \\\�\�\\/\\//\\\//\\//\\//\\\ NOTE TO INSTALLER: MANHOLE MANHOLE MANHOLE \. IN5EGT-PROOF,FLAT,SKID PROOF AND BE APPROVED FOR SEWAGE USE �i /;//`//\//\//\//\//\//i�i /\/\%/\/i /` ti`•� PROVIDE 46 GUBIG YARDS OF RATEABLE SOIL WHEN NOT REQUIRED TO BE SET AT FINISHED GRADE USE: \!\!\ :� / /\\// / ';\� '/ ,. T. (DEFINED A5 5P OR 5W BY ASTM STANDARDS) /'/ /// / / // // ;! !�\ / '� /j /i / / �� (ALL LEAGHING POOL5) PRECAST REINF.CONCRETE COVER(OR EQUAL) EXIST.GRADE \/\. /\ \,i\\ \/\, \- \ \i \/\/\/ T.O.UNIT / \ \, OVER DB® EL. *;705 /\//\�/��\\ \\\ `�\/\ EL,50.0 \, \ T.O. : EL.49.63'`/ /�/ / /\i ,/\/ /\/\/\ \,\ ' \' \ \/\/\/\/\ LE.® DWLG. r •• . Ell- MAINTAIN 5%GRADE: / / /`/'/ '/i'/ /:/ / / r >/\ \a „ v `>\\i\\i\\i\\i\\i\\i\\i\\i\\' -• A MAXIMUM 5%SHALL BE MAINTAINED FOR A MINIMUM OF 20' / /\`j \\%� \\j ----- B.O.SLAB: EL.495�'/�j\\j\\\//\/\\��\X\\j\\ ////\\/ \ \/�/\ \� v/\\i/ ��j 4"41 5DR 35 PIPE, /� = EL.51.04' m i ' W HORIZONTALLY FROM THE NEAREST EDGE OF THE LEACHING /�y/\ -7/7�'/\//.'//' DWELLING TO ETU,26.0 LIN.FT. \ ZN D Z EL.41.0' 00 LPOOLS EAGHATEF�HfROUGH THE TOE OR EDGE ORE TAPERING OFF TO EF THE SLOPE NT SEEPAGE OF THE / \\//\\//\\ \\ \\//\\ \\//\\//\\ � \/% o DISTRIBUTION POOL \�\%i\ \\ \ \\/\\\�j\\ \//\ \ \/ /\i\ MINIMUM SLOPE =,V4"/LIN _ „_ / \ 26.0 LG xY,- 6.5 OS4 MIN SLOPE•�\ C> _ i„ 3 (EQUATES TO MAXIMUM DROP OF 12 OVER 20'.HORIZONTAL) / / / / / / / / / \ ✓ BRN TOP501L SILTY SAND,FINE, /�/\\/\/ / , \/\/\/\/\//\/\/\/\/�\/\/\ - \,\\i`= EL.4bb' `\\i i, GRAVEL(5M) 20' EX.GRADE 5HOWN EXIST.GRADE OVER LEAGHING SYS VARIES T.O.GONG GVR /,/ /\'\\/\/1\�/\\//\\//\\//\\//\\//\\//��\/\\/\\\//\// / /' - 4"�SDR 35 PIPE / /,EL.4q.0',�//. JEFFRE T. BUTLER, PE. EL.41.0 ® EL.46.0' \ �%�/ / %/\�/\�/\//\�%/\�/\//\//\�/ //�/�\/\'' / \/\ ' FROM ETU TO DP, / BLW GRD 0 EL. ±41.0 EL. ±41.0 (SHOWN) i50.0 d ±53.0 (EXP) r '/ / / / / / / /\/` / / /\/\/ /\/ '% //'/.% B•475 //\//,// ., ., , ,, ,, \X\>/,\x I.E.® DP = 8.08 LIN.FT. FUJI BRN/LT BRM,BRN /./,% :/,�/\//\// ;! '/; /\//\!•\//\//\//\//\//�'/�/ /\//\/ f\//\//\//\//\//.'.i /i /, /. . \\/\\/\\/\\/\\/\\/\\/\\/\ \\: \ /'/ //•//�//\ B.O.POOL MIN.SLOPE =Y8'/LIN FT X ENHANCED \'\`'\` \\ \\ \\ /\�:\� .\` \\j\\j\�i\\/\\/\\iii\�/\\/ ,\\/\\/\\/\\/\\/ y\ i\/T.O;SLAB: EL,45.61.^\/\/\/\/\/\/\/\/ \\ \\ \\ \\ \\ \ \ \` \ \ ,\ EL.41 \ \ \ \ \ SILTY SAND,SAND, /////�/////;/:/ .// j /'// // // // // // .-/ /j // ��// // // / //\/ / ,/ // / // /i.</i. ///�'\//\//\//\//\�/`/ /\//./////j///�// ///\//j///\//j///�%j\//\//�///// ; ® EL.41.0 8.08'L6 x Ye" = LOI" _ �/% TREATMENT SILTY SAND, `\i\\ \\%\\i;;i' \\� ,\\\\\\\\\\\\\\\\\\\\ „� \ \ \ \ \. \ \'B.D.SLAB: EL.45.17 ' \/\/\\ \ \` \'M N\'\\'\\\\\\\\\\\ \�\\\\\%\\\\\%\\\\\ \\\\\\\`''; N N O.Ob'MIN SLOPE \/\� j, \\\\. / / // /ij/\/\/\// //.�/i;//\// // j >\ \ \\ \ \/ .\/i \ / // // / O.INV.EL. //\ UNIT(ETU) /\//\/ � O FINE/MED TO 4.0' //\\/\\/\ \ v./ ./ :;� /\//\\�/� v \i\/ \, \ \\/\\/\\/\\/\\/\\/\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/� ®41.33, �' ;\\ \\� / MODEL EL.45.0 FINE/FINE (5M,54 BLW GRD EL.45.0' \.�\%\;i.; /I\// ://\\//\// o WC, - - - - /\/ ;�fl 1 Ti I r 4"m SDR 35 PIPE I.E.44.84 I I I ✓ FROM DP TO LP //i//�//�//�/moi/moi//�//�//�//i/ p 16.0 LIN.FT. '/\\j/\\j/\\j/\\j/\\j/\\j/\\ \\/\\�\\//\\//\\ \\ B.O.ETU = EL.43.9' NATIVE z (� (WORSE CASE), \\/\\/\\/\\/\\/\\/�./, /�./\\/\\/ NATIVE UNDISTURBED � ' NON-RATEABLE I I I I I �5 BRN SILTY SAND, MIN.SLOPE Yb"/L.F. UNDISTURBED SOIL 3 (� z > > ,I SOIL SHALL NO -RATEABLE ( � „ _ „ _ �,'\\i\;'\\/\\/\\'\\:\\'\\ C) }- W ¢u FINE GRAVEL 16D'Lr xYa 2.0 / SOIL w O u9 < , BE REPLACED W/ I I 501L SHALL t'\ /\\/\r\\/\\/\\/��! _ (� %", i\0.11 MIN SLOPE /\ \ \ \ \ \ m RATEABLE SOIL BE REPLACED W/I v, / / / / / / W �' 0 o rSM) , I I I , ¢ ,i1 PER 5GDH5 RATEABLE 501E I /ice/ /i\/i//i//i�/i//ice/\ v 1- ' Z o REQ'MNTS i LP PER5GDH5 /��/\\/\\'\\/\�\\/\�\\/\ PROPOSED SANITARY RISER DIAGRAM U z o EL.41.0 BLW 6RD `\ \ �i iR LEACHING POOL o REQ'MNTS r' / \/\/\/\/\/\/\\ www z o /,.' PROPOSED 3'W I (I OF 2) I I(5\X ��'///\//�/ ly- OL d m-1 =~ II PROPOSED 3'W �/\ - ,> INNOVATIVE/ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYSTEM O -: ¢ Q GLEAN SAND ] \\ �a �' BRN/LT BRN 51L1Y ;., ;; COLLAR GLEAN SAND r/�:/\\/\\/\\/�\i\\/\\ 5GALE: NONE u=i 5AND/5AND,FINE, \ DOLLAR z w GRAVEL(5M,54 10.0, !r�i\�/i� /!I I ' I ' I ' I ' I ' i ' I ' I I (5P OR 51� . ;��;\ii\� / /\� LU - z EL.3q.0' BLW ORD EL.3q.0' ��/�//i' y q I I I I F/\\,\\/\./\/\\/\\� O N - - - I.1_I ,1. L1, 1 " .1L,L Jam(\j�//� '< NATIVE <,,. ,r�'� HOLE E30RING REQUIREMENTS: LT BRN SAND, v "\' \„\ YPER 5GDH5,STANDARDS FOR APPROVAL OF PLANS AND GONSIRUGTION FOR kb `\UNDI5TURBED :'I , \,\ W z ~ N N MED/FINE TRACE J\ SOIL %\\GLEAN 5AND \\.' j GLEAN 5AND XX/,\ ��E 015PO5AL SYSTEMS FOR OTHER THAN 51NGLE-FAMILY RESIDENCES) V� O / i OF GRAVEL(5W1 \;\ < /\GOLLAR(TYP) �' 80'DIA. \;COLLAR(TYP)- ,/ // EL.31.0' B W6RD \'/; ,,� i�% �i' /%'/%/% a. //"i//%/ %�\%\\/ �QI SUBSOIL AND GROUNDWATER GONDITION5: ~/ ,.\ /,X,, /.. %�/� /////�/�{\/\\,\\; I. TEST HOLE BORINGS m \j\�\ ;'j;l i%` RATEABLE >�i'%\\ 0.POOL,@ E��6�4�i i\//\\//\//-i' %`, % //'//\\//%\/�\\//�\/%\//r\\ \\/\`' THE SOILS IN THE TEST HOLE5BORING5 SHALL BE CLASSIFIED USING THE A5TM N o LT BRN SAND, SOIL >X/\\%\\%\%i %\i\i�%\'\\%\\\/\%/\\!/\\% \\%/ / \%\�TEABLE j\\/N/ ,\ UNIFIED 501L CLASSIFICATION SYSTEM(A5TM D-2481)AS A REFERENCE. THE MED�SFINE 14.0' (5P OR 5W) %�� \ \, %✓`%�%\%\\%\%\�%//\�j�j /,��\ j; /��j� 501E \/�j\\/ TEST HOLES/BORINGS SHALL BE CARRIED TO A DEPTH OF THREE FEET IN SCDHS REF. NO. 111 i/ \j//\\ \i'> % %\\%i%/ OR SW)/\\f WHICHEVER GREATER.EXCE55 OF THE N THE CASE WHERE UNACCEPTABLE SOILL E30TTOM OR NS FEET, Q� 0 EL.35.0 BLW GRD \,:• ; \ \ \' LL X\/X\ \Nj\\j�\/�j\/ \/�` �/j�j\\%\\�\ ;�� `' j\\ i\\ \\�/\\\/;`\\�1 ENCOUNTERED,THE TEST HOLEA30RINO MUST BE CARRIED UNTIL A STRATA OF p z /i 6 MIN PENETRATION www.dignetnycli.com lW /\/\ \ 51X FEET OF GLEAN SAND I5 REACHED(DEFINED AS 5P OR SW BY ASTM .X�/\\j\y INTO A VIRGIN STRATA %\\ ` j\ \\ \:\\,� STANDARDS). or '`' ,/ / / / / , of NSW Y0 CIS' www.call811.com O Q OF SAND AND GRAVEL /\\ j�\%\//\//\\%\i%\�' $��NG I �n (for other states) -7 \\ \\ \,-\\ \ .. \\ \\ \ \ \ \, \\ 5. REMOVAL OF SOILS UNSUITABLE FOR LEACHINGx UN5UITAE3LE SOILS SHALL 13E REMOVED POOLS ('� p yq X- X/i\/'i \% //\\%\%\�' A DIAMETER OF SIX ET GREATER THAN IH E REPLACED WPODL(3 FOOT COLLAR)ITH CLEAN SAND FOR V00-212-��80 81 \\/�\\:\ \\�.\�\ . ?\/%\/\\/\\�/\\/\\�\\� MN MUM SIXNDING DFOOT SONN TTRATUM OIL A DFACCEPTABLE LIG CONNECTION MATERIALT ISN GASES WHERE By law,excavators and contractors working in For safety reasons,honneowners are strongly 1 FLISHED WITH A (l h LT BRN 5AND, GLEAN SAND CAN NOT BE ENCOUNTERED,A DESIGN FOR AN ALTERNATE SEWAGE the five boroughs of Newyork City and Nassau encouraged to call as well when planning any . MED TO FINE, I; / /<\// / / / /��ij./ / DISPOSAL SYSTEM MAY BE REQUIRED IN ACCORDANCE WITH SECTION XXV OF and Suffolk Counties on Long Island must type of digging om their property. TRACE OFcontact Di Net,1-800-272-4480 or 811,at least Homeowners can cantact us direct at • GRAVEL(5W) n/\ \//� \\/\\ \\ \ \\//\\\//\\�\\\//\\ //\\ �� \/ \\ THESE STANDARDS. g g y 1-800-272-4480 or by calling 811,he ( - 48 hours but no more than 10 working days 4 ✓ ��d ✓� -/�1a (excluding weekends and legal holidays)prior national call before you dig number.For EC Z �� j� to beginning any mechanized digging or excavation work completed on personal 20.0' HIGHEST EXPECTED GROUND WATER @ EL.33 84' /\//\\/�\\/\\/ \ \\ \\ \\/` excavation work to ensure underground lines property,it is the contractors j EL.29.0' BLW GRD NO GROUND WATER ENCOUNTERED®EL 2q.0\(TE5T HOLE)��\\\/\\/\\% are marked.Excavators and contractors can responsibility--NOTthehomeowners-to _- f also submit locate requests online,through contact Dig Net.Having utility lines marked _ { END OF BORING \%/\\%/\\%/�\//\�% ITIC.If you do not currently use ITIC,please prior to digging is free of charge. J \\ \ \\ call 1-800-524-7603 for more information. NO GROUNDWATER ENGOUNTERED of E3 SCDHS SET �I FUJI GLEAN 105A GENT 8� (2) 2x8 x(LENGTH TO SUIT)AGQ TREATMENT CHAMBER Volume( I) Alarm Circuit Breaker HORIZONTAL GRO55 MEMBERS(1YP) SYSTEM MODEL 3,0' 2.T 2.1' 10 5tdimentatton Chamber 3M Float Switch, Pressure Switch, Test/Normal/ MAG BLOWER MODEL FUJI MAG A-aerobic Flltratb Chamber 3qb Test/Normal/Silence Switch Silence Switch USE (4)Y2"(P 6ALV LA6 BOLT IJI M 2-I/2" B 03 /�roblc Contact Filtration chamber 161 W/GALV.WASHER® HEAD VENTILATION SCUM BAFFLE `I Circuit Breaker m .. P EA P05 I/A OWT5 PIPE I ® Sora a Ghanberl CIO ( ) AIR FLOW VOLUME 100 Umin OS NinFection Chamber 6 (Extra component if " "; "" 4 AL PNM TY T Alarm Beacon 8 ALARM 3.5 GFM RECIRCULATION necessary,such as ". 11GFI • Total Volume 1069 � NEMA 4X NORMAL PRESSURE 18 kPa/2.6 psi AIR LIFT PUMP discharge pump) �,• ,' ;: REGEPT • 3 THE CONTROL PANEL RATED VOLTAGE 120V \ DISINFECTION Anaercbtc Media SPECIFIC PT/PE Fill( Rate 32AS �_ e" Pres CYLINDER(OPTIONAL) f"j �•z ' BOX MUST BE PLACED a'„ �,: sure Switch 4x4x8'L6 ACO TIMBER OUTSIDE ON A O Q 5'INLET PIPE � ' FREQUENCY 60 Hz � \ \ , / � � 5"OUTLET PIPE Board r e Aerobic Media PVG/PP/PE FIIII Rata I-T% .�" �� •.,;��.,a��"` . „v. POST,MINIMUM COVER 36" SUITABLE PEDESTAL z � 4 Aerobk Media PP/PE FIIII Rate 55As x `� ¢., BELOW GRADE INGA5ED+IN WITHIN SYSTEM IEN THAO THE irZ A A POURED CONCRETE IN 12 OUTLET PIPE SIZE 13 mm ID(18mm OD) ;- p s 1•� Btower 2B cfm ajar ., r i m DIAMETER 5ONOTUBE. I SERVES.CONTROL m 33/yy' ID(4Y64 OD) `r / Tank FRP ( « r.l;a '' CENTER SHALL BE v PI 1, PVG/PP/PE ;' m ` (TYPICAL) WEIGHT 5.0 kgs MOUNTED 3.5'ABV �u _� FINISHED GRADE(MIN) Acces<Covers Plastic/Gast Iron EFFLUENT � " e OR ABOVE BFE, v I I LBS. AIR LIFT SUMP DtslnFectant(Optional) Chlorine Tcblet5 3. t- WHICHEVER 15 HIGHER. Q INLET BAFFLE O \ POWER CONSUMPTION 1.6 O ,: '?; .:; I/ �'°' •• t / & r- ,, p a- LU kl^h/DAY �� O i FUJI CLEAN USA Q lu AMPERES LIA t = . s` i..: O'e. ' Blocks ENHANCED TREATMENT UNIT ETU . .. Terminal BI GRADE `n POWER GABLE 3 x IS AWG x L8 m(5.q3') FLOW BAFFLE 1/2'AIR INTAKE �s tom)I' ��: RECIRCULATION PIPE .• ' (CLEANING OPENING) t l afl ``•' _ _ 1: i # FLOW OPENING(EYP) $ MODEL CENT ,.; . ._ �. `'l ;( , '�i r ,dt1-\ `,I;i' f I Blower Hardwire MANUFACTURER MADE IN JAPAN BY SCALE:NONE ' ` t~:fi ' I Line FUJI GLEAN USE FOR MODIFICATIONS TO SANITARY SYSTEMS T }'' �r. o r PLAN VIEW .* 3 °�' a °i :I ,r o trii o k 20"d HDPE SECURE HF�Y( 20'�HDPE SECURE COVER BY POLYLOK,TYP. - ! m HEAVY COVER BY Wiring Diagram '`�`.;,*�,.,~;„�� ----- -,.,;�u,...,.,. •",� `< _•._____ � POLYLOI TYP. • •y t'e-,.. :. . fit, 4 F` �: + 'H' FRAI\,[E DTL- Horn n I? ;4 FOR CONTROL PANEL AND GFI RECEPTACLE 24' float Alarm Line 20"m SAFETY SCREEN 5TRUGTURE FOR I/A OWT5 CONTROL PANEL MOUNTING BY POLYLOK,TYP. MANHOLE 20"m SAFETY SCREEN F ,_; G ro u n d i n g BY PoLYLoK,TYP. I,i Watertight t' Block SCALE: NONE 20"d R15ER BY 18' IS' GI'S11NFEGRTION � ; 1 Fittings E. m POLYLOK,TYP. MANHOLE MANHOLE OPTNDER 24" 20"m R15ER BY ( MANHOLE POLYLOK,TYP. ' STOPPER OR 5UITABLE COVER END PLUG TO GRADE Ty FLOW OPENING cQ iy Incoming Air u 1L4,"*,,t,,,,. urva•,»wt� uo. Fm 1-7 Neutral Block Power In Pressure Tubing NOTE: ADDITIONAL GLEAN OUT SHALL I±Lsz_ - BE PROVIDED IN INTERIOR OF BLDG, BOARD TYPE SEWER PIPE NO HOUSE TRAP SHALL BE PROVIDED CONTACT MEDIA 30 ELBOW PER IRC 2015,P3201.4 FIN.GRADE © TYPICAL / i\i\✓r\�\ r \< \%\u<, i� NOTES: RECIRCULATION %�r\�i�%ii is `, ii✓iii`' EXTERIOR 1.FOR GLEANOUT(5) LOGATED IN \ - ® ASSEMBLY TRAFFIC AREAS,PROVIDE WITH COMPACTED 5ELEGT FILL TO GLE,4NOUT NTS. TRAFFIC BEARING FRAME AND COVER. GROUND SURFACE SLOPE 2.FOR USE WITH BUILDING O GRADE TO SHED WATER FROM EXTENNON5/CONNECTIONS. yii\\� i TANK LIDS. m m 60°WE © AEROBIC MEDIA I pl� � / 1/2" MIN.COMPACTE=D CRUSHED F--� STONE BRING STONE TO MID • AERATION ASSEMBLY � SEAM OF TANK COMPACTING FUJI CLEAN GENERAL NOTES: W CrV IN 6-INCH LIFTS. I. THE ET1J SHALL BE INSTALLED PER FUJI GLEAN INSTALLATION REQUIREMENTS AND ANY 1- / ADDITIONAL REQUIREMENTS PER 5GDH5 AND THE DESIGN ENGINEER CONTAINED HEREIN. .V 2. THE DESIGN ENGINEER SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING ,� m SECTION A-A VIEW SECTION B-B VIEW 6' DEEP MINIMUM STONE BEDDING SYSTEM START-UP. Q FUJI ETU \-U5E:Y4" -Y2"DIA.STONE,LEVEL TO WITHIN 3. THE OWTS SHALL BE TESTED FOR WATER TIGHTNESS USING A METHOD APPROVED BY THE X /8" (FORE,AFT AND SIDE TO SIDE) MAIIHFAGTURER PRIOR TO ARRIVAL AT THE SITE. w INSTALLATION DETAIL 4. A FUJI GLEAN REPRESENTATIVE SHALL BE PRESENT DURING START-UP. < 5. THE iNGTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER w LL FUJI CLEAN BLOWERS--MAC-SERIES "R" PERFORMANCE CURVES (60 Hz) 5GALE: NONE b. 563 ARTICLE VII (SEPTIC INDUSTRY BUSINESSES) AND ENDORSEMENT J (INNOVATIVE AND O Z ALTEPNATIVE TREATMENT SYSTEM INSTALLER) THROUGH THE SUFFOLK GOIUNTY 280 DEPARTMENT OF LABOR. LICENSING AND CONSUMER AFFAIRS,PURSUANT TO SUFFOLK L/Min INDOOR5 �T OO! OWT5 CONTROL PANEL GROUND COUNTY CODE,563-1q(II)(J). < O q.8 GFM (IN NEMA 4X ENGLOWRE) LUG 1. THE OWTS INSTALLER SHALL REGISTER THE OWT5 WITH THE 5GDH5 USING [DOCUMENTS 2 #12,#12G IN I PROVIDED BY THE DESIGN ENGINEER. (� MAG200R BUILDING SCHEDULE 80 N 4 ETD 5 6 G 2`� POWER PANEL PV CONDUIT 8. THE OWNER SHALL EXECUTE AND MAINTAIN AN OPERATION AND MAINTENANCE AGREEMENT C� L/Min NO FIELD WITH All AUTHORIZED MAINTENANCE PROVIDER. THE AGREEMENT SHALL HAVE A MINIMUM 8.4 GFM PROVIDE 1 #12 1 #12, 2 #18 CONNECTION REINFORGED GONG.SLAB, 3-YEAR SERVICE INTERVAL. O 1-20A, I-POLE, #126 6 xb xl0 WWM q. NO KITCHEN SINK GARBAGE DISPOSER SHALL DISCHARGE TO THE OWTS. _ 200 MA6150R CIRCUIT 20A Q15E CHAIRS) 10. NO VIATER SOFTENER SHALL DISCHARGE TO THE OWTS. (`(� W L/Min BREAKERS IN I #12, I #12, 11. INSTALLATION AND USE OF THE I/A OWT5 MUST CONFORM TO THE DEPARTIMENTS \O l.0 GFM $UILDIN6 #126 #125 APPROVED I/A OWT5 GUIDANCE DOCUMENT PREPARED IN ACCORDANCE V^IITH THE MA6120R POWER PANEL AIR e' A-• 1' _ STANDARDS FOR "APPROVAL AND MANAGEMENT OF INNOVATIVE AND ALTERNATIVE ON J I80 GOPIPR X a cX X SITE HA5TEWATER TREATMENT SYSTEMS." DUPLEX 6FI OUTLET INSTALLED I ' a O L/Min 12. THE UMT SHALL BE VENTED TO THE ROOF OF THE RESIDENCE BEING SERVED. VENT PIPES t _' 6.3 GFM IN WEATHERPROOF ENCLOSURE WP - SHALL EXTEND A MINIMUM OF 6" ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL MAC20OR HAVE A MINIMUM HORIZONTAL SEPARATION OF 12" TO THE SLOPED PORTION OF THE ROOF. 120 L/Min FINISHED GRADE - TYPICAL SLAB DETAIL IN GA5ES WHERE IT 15 NOT PRACTICAL TO VENT THE SYSTEM TO THE RESIDENCE ROOF,A Q 4.2 GFM VENT PIPE MAY BE PIPED TO THE EXTERIOR SIDE OF THE RESIDENCE AND TERMINATES A ENGINEER: MACBOR FUJI CLEAN - ONE LINE DIAGRAM AT ETU BLOWER UNIT MINIKTf OF IS" ABOVE GRADE. THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF 3' SGALE: N.T.5. FROI•t ANY WINDOW OR DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE. NOTE: PROTECT ALL ABOVE AND BELOW GRADE WIRING, 80 L/Mln ALL VENT PIPES MUST HAVE MINIMUM DIAMETER OF 2". t RUN IN PVG CONDUIT,5GH 40,MINIMUM. 7 J 28 GFM MA66OR NO SCALE 13. ALL ADAPTORS,RISERS,SAFETY SCREENS,AND LIDS SHALL BE MANUFACTURED BY _ PVG WELDED JOINT POLYI.OK OR EQUAL. � 14. DIRECT BURIAL OF ELECTRICAL AND CONTROL WIRES IS PROHIBITED. ALL WIRES SHALL h A t MAC 40R M MANUFACTURER PROVIDED 40 L/Min �_- PUMP BE ENCASED IN 3/4" MIN 56H. 40 PVC CONDUIT. 1.4 GFM MAGbOR ALARM EFFLUENT - FLOAT TANK WAIL CONNECTION ADAPTER 15. THE OMITS INSTALLER SHALL PROVIDE EITHER A 20-AMP CIRCUIT BREAKER INSIDE THE f-11pG60 V150AL BEACON FLOAT PUMP SWITCH 3/4"PVG CONDUIT DWELI_IIyG MAIN ELEGTRIGAL PANEL OR INSTALL ASUB-PANEL IN AN EASILY ACCESSIBLE m MA( �� SWITCH � r' 1. ``` -`D / 71LOCA f ION. N Q ONSITE WASTEWATER AIR LINE I6. INVEF T ELEVATIONS ARE ESTIMATED. THE OWT5 INSTALLER SHALL GONFIRM ELEVATIONS TREATMENT SYSTEM `1, 0 5/0.13 10/1.45 15/2.18 20/2A 25/3.63 30/4/35 35/5.08 PRIOR TO CONSTRUCTION AND NOTIFY THE DESIGN ENGINEER OF ANY DISGREPANGIES. w. I/A5Y5TEM 0 11. THE OWT5 INSTALLER SHALL NOT BACKFILL ANY WORK PRIOR TO INSPECTIONS BY THE . _._._. PRESSURE KPa/PSI GAN ALARM 0 FLEXIBLE COUPLING ENGINEER AND 5GDH5. JEFFREY T. 5L)TLER, P.E. BUTYL SEALANT MANUFACTURER 18. ALL f1ATERIAL,NORKMANSHIP,INSTALLATION PROCEDURES AND MAINTENANCE OF QED RO ND PROVIDED TANK TRAFFICG SHALL BE PERFORMED BY THE OWTS INSTALLER. (� FASTEN PANEL TO CONTROL PANEL THRFAD5 PENETRATION N. OWTS INSTALLER SHALL BE RESPONSIBLE FOR ANY AND ALL MARK OUTS FOR ALL -J PROPOSED 'H'FRAME, NEMA 4X UNDERGROUND UTILITIES AND SERVICES IN THE AREA AND RELOCATE THEM A5 REQUIRED 0 5EE DETAIL,TH15 DWG ASSEMBLY DETAIL THROUGHOUT THE PROJECT PER PREVALENT CODE. ,�•/• F-�-1 ~ IR COMPRESSOR NO SCALE 20. FINAL APPROVAL SHALL NOT BE GRANTED UNTIL ALL THE FOLLOWING REQUIREMENTS ARE � ENCLOSURE WBASE FULFILLED TO THE SATISFACTION OF THE ENGINEER,560PW,AND SGDHS. O 0 V GFI OUTLET 21. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL,STATE,COUNTY rT O /4"PVG 50GxNPT MALE AND LOCAL SAFETY CODES, i-�-1 AIR LINE TO 3/4"NYLON TUBING ADAPTER WITH GASKET Z (Y USE 20A BREAKER 22. NO CONSTRUCTION SHALL COMMENCE UNTIL A PERMIT TO CONSTRUCT A WASTE DISPOSAL TREATMENT TANK AND LOCK WASHER FROM BUILDING PWR PANEL-- R15ER WALL PVG WELDED JOINT SYSrEr'I HAS BEEN ISSUED. 1-4 d 3 LOCK WASHER /2"PVC CONDUIT /4"PVC H05E BARB 23. OWTS INSTALLER TO COMPACT AREAS DISTURBED TO q5°6 PROCTOR DENSITY(36 IN. I--'I O �] POWER LINE TO FLOAT x NPT FITTIN6 BELG',1 GRADE, 12 IN. LIFTS MAX). I t- ID LU ELECTRICAL 24. OWT5 INSTALLER SHALL SUBMIT ALL INSURANCES TO THE OWNER PRIOR TO } AIR LINE FOR ALARM FLOAT WIRE CONDUIT r COMMENCEMENT OF WORK. Z O �PVCDED 3/4"PVG 50GxNPT DETAILT' 25. OWTS INSTALLER WILL BE RESPONSIBLE FOR RESTORATION OF ANY AND ALL DAMAGE TO w Z Z USE I5A BREAKER O MALE ADAPTER COUPLING ANY STRUCTURE OR GRADE A5 REQUIRED BY AGENCIES HAVING JURISDICTION,AT NO ^ LU Q TANK CONNECTION ADDI noNAL COST To THE OWNER. Q ~ (POWER FOR(OMPRESSA NOTE: BUTYL SEALANTJ r NO SCALE Q - - BLOWER MUST BE HAND WIRED PRE55ED AROUND DETAIL 'A' 3/4•PVG 26. OWT INSTALLER SHALL EMPLOY ALL SAFETY MEASURES INCLUDING SHEETING AND - O 11 Q Q < PERIMETER OF SHORING TO PROTECT EXISTING STRUCTURES AND PEDESTRIANS. O MAG 'IOOR II'AIR BLOWER THREADS RISER CONNECTION GONDUI 21. OWTS INSTALLER SHALL VISIT THE SITE,REVIEW ALL CONSTRUCTION DOCUMENTS PRIOR TO Q- O NO SCALE SUBMITTING THE BID. W Q/ � Z o - CONNECTION DETAIL - 6'THK P.G.EQUIPMENT SLAB LW - N 28. OWTS INSTALLER SHALL INFORM THE ENGINEER FOR ANY OMISSIONS AND OR _ CONTROL PANEL AND BLOWER (5EE DETAIL,TH15 DWG) DEFICIENCIES A5 50ON AS THE OWTS INSTALLER BECOMES AWARE OF IT. � LLl # O 2q. OWTS INSTALLER SHALL COORDINATE THE WORK WITH ALL AUTHORITIES HAVING -- - - TO BE MOUNTED ON'H'FRAME OR EQUAL,SEE DTL THIS DWG Z Iv • -••-~-- --- - _ JURISDICTION. NO SCALE �"- �"� 30. OWTS INSTALLER SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS PRIOR TO L(� N '' 4" INLET PIPE PRO`:'IDING BID PROPOSAL. �Q O r - I5ER(TYP) ----=----- -----.•-.---- O a 31. OW75 INSTALLER SHALL BE RESPONSIBLE FOR FIELD FIT AND QUALITY OF WORK (�(� J - -� SATISFACTORY TO 5GDPW,5GDH5,AND THE ENGINEER. NO ALLOWANCE SHALL BE MADE O N O Air Blower shall be: FLEXIBLE i� �� i� �� i� 4"OUTLET PIPE LL a \ \ \ ON Bi_HALF OF ANY ERROR OR NEGLECT ON THE PART OF THE CONTRACTOR ✓ in as close proximity to control panel as possible COUPLING / / / \ 32. OWT5 IIISTALLER SHALL NOTIFY THE 5GDH5 48 HOURS PRIOR TO THE IN5PEGTION. �1 PROPOSED BLOWER ! ( 1 ( I ( 1 ►--� ✓ on a solid (e.g. concrete) pad to minimize vibrations I I I MODEL No.MAC 150RI1/200II ✓ LL C3 in a location above water level j j -�1 j 01 FLEXIBLE www.dignetnyoli.00m Z w ✓ away from grease exhaust fans. �� .� ' I��- --� COUPLING 1], � Of NEW YORK CITY or Alarm Panel shall be: ✓ away from bedroom windows and other locatio s where ` A woroth lrst atom &LONG ISLAND (for other startes) zin a well ventilated area as operational sounds(although minimal) may be nuisance � -7 Q y ' ot O dry and protected from ✓ In a location that allows unencumbelred access for -� 800-272-4480 1 811 elements as possible inspection and maintenance activity ,/ SEE DETAIL "$"FOR By law,excavators and contractors working in For safety reasons,homeowners are strongly ` E ` ` ' i f~ rL-e' In as close of proximity to with proper electrical grounding SEE DETAIL A FOR ,, I P THROUGH TANK the five borouc hs of New York Cit and Nassau encoura ed to call as well when Tannin an Fu iMAC Blower as possible ✓ with wiring and electrical connections made b a licensed THROUGH R15ER CONNECTION 1,_ PI THROUGH pr v g p g Y - F � p g y w PANEL Q CONNECTION DETAILS and Suffolk Counties on Long Island must type of digging on their(property. ✓ wired by qualified electrician. w v c,mtactDigNet,1-800-2724480 or 811,at least Homeowners can contact us directly at =� 43 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the n I. electrician ✓ with no objects on top of electrical cord. (excluding weekends and legal holidays)prior national call before you dig number.For DEC Z 3 2N" ✓ in a location that allows ✓ in a well-ventilated space out of direct sunlight and m to beginning any mechanized digging or excavation work completed on personal I II FLEXIBLE COUPLING MEETING A5TM GQ23 STANDARD BLOWER excavation work to ensure underground lines property,it is the contractoi's unencumbered access for protected from elements such as direct rain or showfall. EQUAL TO FERNGO WITH 5TAINLE55 STEEL BANDS PROPOSED P.G.PAD, are marked.Excavators and contractorscan responsibility--NOT the homeowner's-to :. "-- also submit locate requests online,through contact Di Net.Having utility lines marked - SEE DETAIL THIS DW6 q 9 9 9 Y inspection and maintenance v/ Hardwired to power in states andjurisdictionst at require O SEALANT MEETING A5TMCgg0STANDARDS EQUAL ITIC.If you do not currently use]TIC,please prior to digging is free of charge. _.- activity a hardwired connection. TO GON5EAL(5-101 BUTYL SEALANT call 1-800-524-7603 for more information. i of 5 SGDHS SET Suffolk County SWCD OtK CO Corey Humphrey,CPESC 423 Griffing Avenue �( District Manager Suite 110 �� (631)852-3285 Riverhead,NY 119 .L WWW.SuffolkSWCD'b�g-) A ."- Rob Carpenter I ! , Chairman . J S ' € JAN 2 6 2022 t�t ° Southold Town �� R�pNs�~ ' Board of Trustees "KAft aAft +j �r" ,I+� lieu lll WOO- Rills in soil indicate erosion from water t Bare Soil at toe of bluff is an indication undermining is occurring. sem, c, Irk The toe(bottom)of the bluff is a major contributing factor in the overall stability of the bluff. A stable toe is typically well vegetated up until the point which it reaches the shoreline. Long Island's north shore Suffolk County SWCD {�oty, Cp�� Corey Humphrey,CPESC 423 Griffing Avenue `CC District Manager Suite 110 (631)852-3285 Riverhead,NY 11901 a Rob Carpenter www.SuffolkSWCD.org Chairman G q C ` is susceptible to strong storms such as Hurricanes an nor'easters,which have been known to result in powerful erosion events.An exposed toe on the bluffs of the north shore of Long Island because of the frequency of these storms. Undermining of the toe is a process that occurs when the soil is left exposed to erosion by both wind and water.The bare soil will steadily be washed or blown away, leaving less soil at the toe to be held responsible for more weight. Over time,the toe of the bluff will not be stable enough to hold weight above, and will cause a collapse.The severity of the collapse can vary, but will continue to occur over time if the bluff is not stabilized with vegetation, a bulkhead,or both.To preserve the stability of the bluff, bulkheads are installed where the shore meets the bluff to decrease the likelihood of erosion events. The yard itself contained a variety of vegetation,with slopes pitched away from the face of the bluff. This vegetation acts as a soil stabilizer and will decrease the chance the bluff or yard will be negatively impacted by storm events. a j .fe SFA k ^^g5 p._. a P , � JN Southold Town Board of Trustees Suffolk County SWCD O`K COO Corey Humphrey,CPESC 423 Griffing Avenue 4 Suite 110 District Manager(631)852-3285 Riverhead,NY 11901 � � �� www.SuffolkSWCD.org Rob Carpenter g Chairman p Q �O € � RCONS �� 4, A y �.. 1, I £ i4l F b _ ` A 3 �1i�yrs f t �4 � z Two of the proposed areas of construction sit beyond the 100 foot setback boundary from the top of the bluff, the irregularly shaped trellis and the proposed porch.The two areas of proposed construction that are within 100 feet of the bluff face exist in the footprint of the current house. It appears that no expansion will occur beyond the footprint that already exists. Li JAN 2 6 2W 9 � L____.__ Southold'down Board of Trustees Suffolk County SWCD �4OL,K Cp'e Corey Humphrey,CPESC 423 Griffing Avenue District Manager Suite 110 �� (631)852-3285 Riverhead,NY 11901 . Rob Carpenter www.SuffoIkSWCD.org f dx Chairman CONS�� x �k ° y i f!- AV b iw6 M1 z < View of Property Facing North 411. t � There are several downspouts on the property the direct rainwater from roof of the home.The downspouts are directed away from the bluff face, towards the south side of the property. Directing the runoff rainwater helps keep the face of the bluff stable and prevents the soil from becoming oversaturated. ;) LS C E 0 V JAN 2 6 2022 Southold Town Board of Trustces Suffolk County SWCD 0"K Coll Corey Humphrey,CPESC 423 Griffing Avenue Suite 110 District Manager (631)852-3285 Riverhead,NY 11901 C7 M www.SuffolkSWCD.org Rob Carpenter Chairman Do hf q co I All, a s l� YI ill � .. iIIIIIIIIIIIII 41di( , 7, f t .. "vurry '"3a"idPte I w,; � yy , eh•^• wnxwa .+aww,nevwu«.vnw.ww....,,�rm mwe"mw..e.a Downspouts ` �k L-EI_ ,a,. During and after construction it is important to follow practices that maintain bluff stability. Below are some maintenance and construction tips regarding soil and bluff stability. C V E ) 2 6 2W Southold Town Board of Trustees � 1 Suffolk County SWCD CO Corey Humphrey,CPESC 423 Griffing Avenue (,C(Vi1_ District Manager Suite 110 �" ' �� (631)852-3285 Riverhead,NY 11901 C+� �" www.SuffolkSWCD.org Rob Carpenter & =ti Chairman G to01 y --Y ' �71X7?CONSWNJ�'� .x> Practices that Encourage Bluff Stability: • Closely monitor irrigation on the property. It is important to routinely check the system's water pressure for leaks,and to make sure that the area is not being irrigated when it is unnecessary to do so.This should be done by a qualified individual. • Water runoff is a major contributor to bluff destabilization. Impervious surfaces and lack of vegetative ground cover encourage the formation of rills and gullies in the landscape, eroding soil away as they develop.Vegetate bare soil with native species to mitigate the effects of runoff. • Use of heavy machinery can affect the stability of soils.Soils risk structural damage near the bluff from the vibration of running equipment, machinery should not be left to idle. Heavy machinery compacts soil increasing the chance of surface runoff on the property. Compaction can be minimized by using the same route to enter and exit the property. Unnecessary areas of compaction will be avoided. Equipment should not be stored near critical areas of bluffs or near any unstable soils. • Any ground disturbing activity has an impact on soil stability. Bare pieces of ground should be revegetated as soon as possible. Rooted plants decrease the likelihood of both water and wind eroding soil. Thank you for reaching out to Suffolk County Soil and Water Conservation District for this assessment. Do not hesitate to contact me with any questions you may have. Sincerely, Ed Compagnone �.t JAN 2 6 r t 30LQFroId Town Board of f rustees BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��0f SOy� 53095 Main Road • P.O. Box 1179 Dantes Southold,NY 11971-0959 Patricia ra Office Location: Eric antes 00- Town Annex/First Floor, Robert Lehnert,Jr. �p� 54375 Main Road(at Youngs Avenue) Nicholas Planamento I,YCOWNSouthold,NY 11971 http://southoldtownny.gov 0 M ZONING BOARD OF APPEALS � n TOWN OF SOUTHOLD } JAN 2 6 2M Tel.(631)765-1809•Fax(631)765-9064 Southold Town v Eoard of-o ru,,tees FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 20,2022 ZBA FILE#7586 NAME OF APPLICANT: The Alexander Fox$tern 1997 Frust PROPERTY LOCATION: 63165 County Road 48,Oreenport,NY SCTM#100Q-40-1-14 SEORA DETERMINATION: The-Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions;without further steps under SEQRA. -- -SUFFOLK COUNTY ADMINISTRATIVE-CODE:-This-application was-referred as required under-the--- Suffolk nder-the--Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply,dated October 4,2021 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP 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 WW (LRP) Policy Standards. The LRP Coordinator issued a recommendation dated November 13, 2021. 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. SUFFOLK COUNTY SOIL AND WATER CONSERVATION DISTRICT: On October 27,2021 aletter to the Zoning Board of Appeals was received from the Suffolk County Soil and Water Conservation District. Evaluation of the property with regard to this application was conducted. All proposed construction on the property will occur within the already existing foundation of the house that is currently present. It is important to note that the top of the bluff face slopes landward away from the bluff,decreasing the chance of runoff from the property to the bluff, in turn decreasing the chance of erosion events. There is concern that no since no bulkhead exists at the toe of the bluff it could put the bluff at risk of being undermined. During and after construction, it is important to follow practices that maintain bluff stability which include the following; closely monitor irrigation on the property, vegetate bare soil with native species to mitigate the effects of runoff, and equipment should not be stored near critical areas of bluffs or near any unstable soils. Page 2,January 2Q,2022 #7586, Fox Stern SCTM No. 1000-40-1-14 PROPERTY FACTS/DESCRIPTIQN: The subject property is a conforming 115,389 sq. ft.parcel located in the Residential R-80 Zoning District. The northerly property lines measure 112.69 feet and is adjacent to the Long Island Sound, the easterly property line measures 727.51 feet and the southerly property line measures-167,13 feet and is adjacent to County Route 48 and the westerly property line measures 680.71 feet. The property is currently improved with a two-story frame dwelling with attached garage. Wooden deck to the seaward side and a wooden deck with an in-ground swimming pool on the westerly side of the property as shown on the survey map prepared by Nathan Taft Corwin III and dated recently to include the pool on October 20, 2016. BASIS QF APPLICATION: Request for Variance from Article XXIII, Section 280 -116A(l) and the Building Inspector's August 16, 2021 Notice of Disapproval based on an application for a permit to demolish an existing single-family dwelling and construct a new single family dwelling on the existing foundation; at 1) dwelling is located less than the code required 100 feet from the top of the bluff; located at: 63165 County Road 48,Greenport,NY. SCTM#1000-40-1-14. RELIEF REQUESTED: The applicant requests a variance to demolish an existing single-family dwelling (first and second floors) and to construct a new single-family dwelling on the existing foundation. The proposed construction, on this conforming 115,389 square foot-parcel in the Residential R-80 District, is not permitted pursuant to article XXII Section 280-116A(1). Which states: "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff." The site pian last revied August 4,2021 shows the construction setback to be 71.5'feet from the top of the bluff. ADDITIONAL INFORMATION: Variance relief was granted on this property in 2005 (Case#5644)and - 2015-(Cdsd-#6833)-fof-the existing-deck and swimming pool with setback-relief of 65.5 feet from the top- of the bluff. In 2018 Case#7151 variance relief was granted for the previous owner(Quinn)for additions and alterations which were never constructed. A Site Plan drawing by Jeffrey T.Butler,PE and last revised August 4, 2021 for the proposed new sanitary system has been submitted showing a new Innovative Advanced (UA) wastewater system to be installed as well as depicting proposed additions to the single- family dwelling. . Because of the proximity to the Coastal Erosion Hazard Area and the Long Island Sound, a Wetland Permit will be required from Southold Town Board of Trustees. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 6,2022 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 4267-b(3)(b)(1). Grant of the variance will not produce.an undesirable change in the character of the neighborhood or a detriment to nearby properties. The proposed dwelling reconstruction will be within the existing footprint and on the existing foundation. The proposed renovation will not have an undesirable impact to neighbors as it will not change the position of the existing development relative to the bluff or side lot lines. Previously this Board did approve Case#7151 for the previous owner(Quinn) granting top of bluff setback relief of 65.25 feet for additions and alterations. This relief was never acted upon by the owner. The new constructed dwelling will remain consistent with the character of the neighborhood where many of the houses do not meet the 100 foot sptbaekl e n r d 771 Southold"'town Eoard op Trustooc,; Page 3,January 20, 2022 #7586, Fox Stern SCTM No. 1000-40-1-14 deck expansion and front porch addition which will be situated landward will be more than the required 100 feet away from the bluff and not visible from the 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. As mentioned, the previous owners had been granted variance relief but did not use it. Unavoidable variance relief is needed-due to the non- conforming bluff setback of the existing foundation which will be retained. The only expansion from the existing footprint will be landward. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 28.5 relief from the code. However, previous relief has been granted to this property and other properties in the neighborhood with a greater non-conforming bluff setback. 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 X267-b(3)(b)(S). 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. The applicant knew of the previous owner's plans to renovate the property. 6.Town Law§267-b. Grant of-the requested relief is the minimum fiction necessary, and adequate to enable -the-applicant to enjoy the benefit of a new renovated dwelling while preserving and protecting the character of fhe-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 Acampora, seconded by Member Dantes, and duly carried, to GRANT the variance as applied for and shown on the engineered site plan prepared by Jeffrey T.Butler, LPE, last revised August 4, 2021, and architectural drawings prepared by Frank W. Uellendahl, R.A., last revised August 3, 2021 (Sheet B003) and August 16,2021 (Sheets A100,A100E,A101, A102,A103) SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall apply for and obtain a Wetland Permit from the Southold Board,of Trustees. 2. The applicant shall install an Innovative Advanced (UA) Septic System approved by the Suffolk County Department of Health. 3. During and after construction, follow practices that maintain bluff stability as indicated in the Suffolk County Soil and Water Conservation District letter of October 27,2021,which include the following; closely monitor irrigation on the property, vegetate bare soil with native species to mitigate the effects of runoff, and equipment should not be stored near critical areas of bluffs or near any unstable soils. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void �� E C E � nn U f ---- ----- - -- -- --------------- - - ------- ----- -- --- - - --- -- ------------ - -------- ---- -------- ---` �, JAN 2 F 2022 Page 4, January 20, 2022 J #7586, Fox Stern SCTM No. 1000-40-1-14 That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued 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. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible 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 variances)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 non conformities 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 theforegoing conditions are met, and failure'to;;c'omply therewith will render this approval, null and void. 'Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted, by the Board of Appeals shalLbecome null and void where a Certificate of Occupancy has mofbeen procured',,and/ora subdivision map'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. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. 1 Vote of the Board: Ayes: Members Weisman (Chairperson) Dantes, Acampora, Planamento and Lehnert. This Resolution was duly adopted (5-0). Leslie Kanes Weisman, Chairperson Approved for filing /2022 a JAN 2 6 2022L__ i i .m outho[ Town Board of Truslees u EN-CONSULTANTS December 9,2021 Glenn Goldsmith, Chairman Board of Trustees D EC 2 3 2021 Town of Southold P.O.Box 1179 Southold,NY 11971 Re: The Alexandra Fox Stern Trust, 63165 North Road, Greenport(1000-40-1-14) Dear Mr. Goldsmith: In May 2018, the Board of Trustees issued Wetlands Permit 9234 to the prior owners of the property (Timothy and Georgia Quinn), which authorized alterations, additions, and renovations to the existing dwelling. However, prior to undertaking any of the approved renovations, the prior owners sold the property to the current owner, for whom we are filing the enclosed application for substantially similar additions and alterations. Like the prior proposal, the renovations are designed primarily to expand and improve the functionality of the presently limited existing second floor space. But given the additional desire to create habitable space in place of the existing front porches and add a new, larger front porch, it was determined that it would be best to effectively reconstruct the existing first and second stories within the existing structural footprint, over the existing foundation. The viability of this plan was confirmed by a licensed professional engineer through evaluation of the existing foundation. While the applicant's current proposal thus entails more substantial demolition and reconstruction within the existing dwelling footprint,the proposed work would occur within the same footprint as that approved for the prior owners, except that 1) the previously approved second floor deck expansion and pergola, which were to be located on the waterside of the house and closer to the bluff, have been eliminated, resulting in a greater bluff setback for the proposed construction than previously approved(71 versus 65.5 feet); 2)the reconstructed first and second floors would expand over/in place of the existing front porches on the landward side of the house, more than 100 feet from the bluff, and 3)the overall structural footprint would be expanded only by the deck addition on the landward side of the house, more than 100 feet from the bluff. The net increase in lot coverage created by the project would be less than previously approved; and while the previously approved design called for continued use of the existing conventional septic system, the current design includes more substantial mitigation through replacement of the existing septic system with a new,low-nitrogen, innovative/alternative sanitary system. We therefore hope and expect that the Board will find the current application similarly approvable, but please let me know if you have any questions or require any additional information in support of our application. Respec fully yours, Robert E.Herrmann Coastal Management Specialist Enclosures 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 1 f 631.283.6136 www.enconsultants corn environmental consulting OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex a'y� � W P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 , „ Telephone: 631 765-1938 "a LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: February 10, 2022 Re: LWRP Coastal Consistency Review for ALEXANDRA FOX STERN 1997 TRUST, c/o JOLYON F. STERN, TRUSTEE SCTM#1000-40-1-14 The Southold Town Zoning Board of Appeals issued a determination (7586)for the action on January 20, 2022. En-Consultants on behalf of ALEXANDRA FOX STERN 1997 TRUST, c/o JOLYON F. STERN, TRUSTEE requests a. Wetland Permit to construct a 1,863sq.ft. two-story, single family dwelling with attached garage in-place of existing 1,686sq.fl., 1 & 2 story dwelling, and 43sq.ft. and 134sq.ft. porches (existing dwelling foundation to remain, with structural reinforcement provided if/as needed; new foundation to be provided for portion of new dwelling constructed in place of existing porches); remove existing 89sq.ft. and 169sq.ft. second-floor decks, and resurface existing 1,184sq.ft. deck to remain; construct 427sq.ft. deck addition to landward side of existing deck with 6.3'x14' stairway to grade and 14'x20.6' pergola above; remove existing 294sq.ft. masonry patio, and construct 299s .ft. porch addition on landward side of reconstructed dwelling with 8'x10 entry stair; remove existing septic system and install new I/A sanitary system, utilizing approximately 77 cubic yards of ratable soil to replace existing subsoils; and to install a stormwater drainage system. Located: 63165 County Road 48, Greenport. SCTM# 1000-40-1-14 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. To further Policies 4 and 6 the installation of a vegetated, non-turf buffer landward of the top-of-bluff is recommended. 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 John G.Stein,Chairperson 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., February 9, 2022 the following recommendation was made: Moved by John Stein, seconded by John Chandler, it was RESOLVED to SUPPORT the application of THE ALEXANDRA FOX STERN 1997 TRUST to construct a two-story single-family dwelling with attached garage in place of existing 1,686 1&2 2-story dwelling and 43 sf. and 134 sf. porches; remove existing 89 sf. and 169 sf. 2nd floor decks and resurface existing 1,184 sf. deck to remain; construct 427 sf. deck addition to landward side of existing deck, with 6.3'X 14' stairway to grade and 14'X 20.5' pergola above; remove existing 294 sf. masonry patio, and construct 299 sf. porch addition on landward side of reconstructed dwelling with 8'X 10' entry stair; remove existing septic system and install new I/A sanitary system, utilizing approx. 77 cy. of ratable soil to replace existing subsoils, and install a storm water drainage system. Located: 63165 County Rd., 48, Greenport. SCTM#40-1-14 Inspected by: John Stein, Maggie Merrill The CAC Supports the application with a 50' non-turf buffer planted with native vegetation. Vote of Council: Ayes: All Motion Carried Glenn Goldsmith,President �()F�Ql/Ty Town Hall Annex Michael J.Domino,Vice-President ,`QD� 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski Telephone(631)765-1892 Greg Williams Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only �� Coastal Erosion Permit Application E V � K Wetland Permit Application ` Administrative Permit DEE :32:021 Amendment/Transfer/Extension K Received Application: Z23.21 X Received Fee: $ M-OV Southold Town, —Completed Application: Ia-zi.Z r T s° Incomplete: SEQRA Classification: Type I Typell Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): — , WRP Consistency Assess me t Form Sent: ✓ CAC Referral Sent: ! d d —Date of Inspection: Receipt of CAC Report: Technical Review: Public Hearing Held: Resolution: Name of Applicant The Alexandra Fox Stern 1997 Trust c/o Jolyon F. Stern,Trustee; 130 East 67th Street,Apt. 6D Address New York,NY 10065 Phone Number: EL71 669-6063 Suffolk County Tax Map Number: 1000 - 40-1-14 Property Location:63165 North Road(CR48),Greenport (property is located on north side of North Road(CR 48),+/-1,465'west of Queens Lane) (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 I Board of Trustees App-. _2 atiori GENERAL DATA Land Area(in square feet): 115,389 sf Area Zoning: R-80 Previous use of property: Residential,single-family dwelling with swimming pool Intended use of property: Same,with dwelling additions and alterations 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#6023 11-17-04 Southold Trustees#8623 06-17-15 Southold Trustees#9234 05-16-18 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): Construct a 2-story,single family dwelling with attached garage in place of existing 1,686 sf, 1 &2-story dwelling and 43 sf and 134 sf porches(existing dwelling foundation to remain,with structural reinforcement provided if/as needed;new foundation to be provided for portion of new dwelling constructed in place of existing porches);remove existing 89 sf and 169 sf 2nd floor decks,and resurface existing 1,184 sf deck to remain;construct 427 sf deck addition to landward side of existing deck(more than 100 feet from top of bluff),with 6.3'x 14'stairway to grade and 14'x 20.5'pergola above;remove existing 294 sf masonry patio,and construct 299 sf porch addition on landward side of reconstructed dwelling with 8'x 10'entry stair;remove existing septic system and install new UA sanitary system,utilizing approximately 77 cy of ratable soil to replace existing subsoils(more than 100 feet from top of bluff); and install a stormwater drainage system,all as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated April 12, 2021,last revised August 4,2021. Board of Trustees Applic� _J)ri WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To expand the living space and increase the functionality of the existing dwelling,most particularly the presently limited existing second floor space. Area of wetlands on lot: 0 square feet Percent coverage of lot: 0 o% Closest distance between nearest existing structure and upland edge of wetlands: > 150 feet Closest distance between nearest proposed structure and upland edge of wetlands: > 150 feet Does the project involve excavation or filling? No X Yes If yes, how much material will be excavated? TBD cubic yards How much material will be filled? TBD cubic yards Depth of which material will be removed or deposited: +/- 17 feet(max.,for proposed leaching pools) Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: Standard construction practices. 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 addendum. WETLANDS APPLICATION ADDENDUM STATEMENT OF EFFECT FOR THE ALEXANDRA FOX STERN 1997 TRUST 63165 NORTH ROAD (CR 48) GREENPORT,NY SCTM#1000-40-1-14 The proposed additions and alterations situated within the 100-foot bluff setback are substantially similar to those previously approved (but never constructed)pursuant to Wetlands Permit No. 9234 (May 2018). Similar to the prior design, the proposed construction will not change the position of the existing development relative to the bluff or tidal waters of Long Island Sound, which will remain entirely outside the Coastal Erosion Hazard Area and well more than 100 feet from surface waters, with no decrease in bluff or wetland setbacks. Moreover, the previously approved 2nd-floor deck expansion and pergola on the waterside of the house have been eliminated from the design, thus resulting in a greater proposed bluff setback for the currently proposed work (71 versus 65.5 feet). And the project would result in a 433 sf net increase to lot coverage, less than previously approved and only as a result of a proposed deck expansion and porch addition on the landward side of the house, more than 100 feet from the top of bluff. There would also be a net decrease to lot coverage within 100 feet of the bluff as a result of the removal of the existing second floor deck on the east side of the house. The bluff, which is the natural protective feature for the property, is well vegetated and stable; and there is no evidence that the existing dwelling structure has adversely affected the integrity of the bluff. Nonetheless, consistent with the previously approved design,mitigation measures intended to minimize potential impacts are proposed, including installation of a proposed stormwater drainage system to collect and recharge runoff and a temporary project limiting fencing to control site disturbance and runoff during construction. But while the previously approved design called for continued use of the existing conventional septic system, the current design includes more substantial mitigation through replacement of the existing septic system with a new, low-nitrogen, innovative/alternative sanitary system (UA OWTS), which is designed to significantly reduce nitrogen loading into the groundwater table. Therefore, the project will have beneficial effects on water quality and the adjacent bluff and wetlands ecosystem. 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: Fox Stern 1997 Trust Renovation Project Location(describe,and attach a location map): 63165 North Road(CR 48),Greenport,Town of Southold, Suffolk County,NY; SCTM#1000-40-1-14; property is located on north side of North Road(CR 48),+/-1,465'west of Queens Lane, maps provided. Brief Description of Proposed Action: Construct a 2-story,single family dwelling with attached garage in place of existing 1,686 sf,1&2-story dwelling and 43 sf and 134 sf porches (existing dwelling foundation to remain,with structural reinforcement provided Was needed,new foundation to be provided for portion of new dwelling constructed in place of existing porches),remove existing 89 sf and 169 sf 2nd floor decks,and resurface existing 1,184 sf deck to remain, construct 427 sf deck addition to landward side of existing deck(more than 100 feet from top of bluff),with 6 3'x 14'stairway to grade and 14'x 20 5'pergola above,remove existing 294 sf masonry patio,and construct 299 sf porch addition on landward side of reconstructed dwelling with 8'x 10'entry stair,remove existing septic system and install new I/A samtary system,utilizing approximately 77 cy of ratable soil to replace existing subsoils(more than 100 feet from top of bluff);and install a stormwater drainage system,all as depicted on the site plan prepared by Jeffrey T Butler,P E,P.0,dated April 12,2021,last revised August 4,2021 Name of Applicant or Sponsor: Telephone: 917-669-6063 The Alexandra Fox Stern 1997 Trust E-Mail: matthewloonstensmith@gmail.com Address: c/o Jolyon F. Stem,Trustee; 130 East 67th Street,Apt. 6D City/PO: State: Zip Code: New York NY 10065 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,Suffolk County Department of Health Services X 3.a.Total acreage of the site of the proposed action? 115,389 sf b.Total acreage to be physically disturbed? +/-14,590 sf c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 115,389 sf 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑ Rural(non-agriculture) ❑Industrial ❑Commercial N Residential(suburban) ❑Forest ❑Agriculture ®Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 i 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 Area9 NO YES If Yes,identify: 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 VA OWT septic 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? If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: X 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 sources9 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,darn)? 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 20. Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes, describe: X I AFFIRM THAT THE INFORMATION PROVIDED ABOVE ISTRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Robe Herrmann,Coastal Mgrnt. Specialist Date: December 8,2021 Signature: Part 2-Impact Assessment.The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the Information contained in Part I and other materials submitted by the project sponsor or otherxv ise available to the reviewer.When answering the questions the reviewer should be guided bv the concept"Have my responses been reasonable considering the scale and context ollf.he proposed action,:' No,o7Moderate 0 large small to large impact p ct impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? 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 action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonablv available en 7. Will the proposed action impact existing: a. public/private water supplies? b.public/private wastewater treatment utilities? 8. Will 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.The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part I Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring, duration, irreversibility,geographic scope and magnitude.Also consider the potential for short-term, long-term and cumulative impacts. ❑ Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box if you have determined, based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. -1A,4 Name of Lead Agency Date Print o Type darn ol` esponsble Officer in Lead Agency Title of Responsible Officer ign$t4 r€ (,responsible ff-icer in Lead Agency Signature of Preparer(if different from Responsible Officer) Page 4 of 4 Board of Trustees Applica on AUTHORIZATION (Where the applicant is not the owner) I/W e, Jolyon F.Stern,Trustee,The Alexandra Fox Stem Trust , owners of the property identified as SCTM# 1000- 40-1-14 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 permit(s) from the Southold Town Board of Trustees for this property. N/A Proerty Ow is Signature Property Owner's Signature Jolyon F.Stem,Trustee,The Alexandra Fox Stem Trust SWORN TO BEFORE ME THIS /C DAY OF A?9- ; ' 20'0/ /4 wry Public f ROGER,4.KLUGE Notary Public,State of New York Reg.No.OI KL4684289 Qualified in New York county Commission Expires July 31,2022 Board of Trustees Applica m AFFIDAVIT Jolyon F.Stern,Trustee,The Alexandra Fox Stern Trust BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. l 1 J V \ N/A Sig ature o 1 roperty Owner Signature of Property Owner Jolyon F.Stem,Trustee,The Alexandra Fox Stem Trust SWORN TO BEFORE ME THIS DAY OF 20_eV ROGER A.KLUGE Notary Public,State of New York Reg.No.01 KL4684289 Qualified in New York County otary Public Commission Expires July 31,2022 APPLICANT/AGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Tm&m of SouthoId's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The turn se 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. Jolyon F.Stem,Trustee, YOUR NAME: The Alexandra Fox Stem Trust (Last name,first name,ip ddle 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,ofGcer or employee has even a partial ownership of(or employment by)a corporation in which the Town officer or employee owns more than 5%o7ti c shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the 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 t is y of 20__ Signature PCirit Na a Jol on St Trustee Form TS 1 The Alexandra Fox Stem Trust r- ROGER A-KLUGE Notary Public,State of New York r Reg.No.01KL.468428t3 F Qualified in New York County Commission Expires July 31,2022 e41 APPI.,ICANT/AGENT/REPRIES]ENTATIVE 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. YOURNAME- Herrrrnnn YRn rr 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 in the space provided. - The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant,or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 8th of December 20 21 Signature Print Name Hernlram Form TS I Glenn Goldsmith,President �SOFFO(,�coG Town Nall Annex A.Nicholas Krupski,Vice President j� y1 54375 Route 25 Eric Sepenoski y P.O.Box 1179 Liz Gillooly oy �� Southold,NY 11971 Elizabeth Peeples '�0( �a� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 26, 2022 En-Consultants 1319 North Sea Road Southampton, NY 11968 Re: Board of Trustees Application of Alexander Fox Stern 1,997 Trust, c/o Jolyon F. Stern, Trustee 63165 County Road 4'8;-Greenport SCTM# 1000-40=1=14 To UVhgrrm If Ma =Concern: `-_ = = .t,• _ _ - Y You:.are'receivingathis letterTas;,not e&'that this application,is n`owscheduled, e,'heard,'by,th E Southold Town Board'''of-Trustees,uia•a�combination of a"n•in person meeting;and. - videoconferencing on-UUednesday,,,Fehr-uary`_16,`-2022 beginning at 5;30 F:M. Please continue;. to check-the`Town's,'website-as4 e�meeting date-approaches for the latest meeting'agenda,and•- ' videoconferencing information. Enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy of the informational notice along with all.other required paperwork to each of the adjacent property owners. Please keep a copy of said informational notice for your records so that you can access the meeting in order to have a conversation with the Board during your application review. ry Truly Yo rs, Glenn Goldsmith, President Board of Trustees J Glenn Goldsmith, President SIIFfat A, . Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 Eric Sepenoski y z P.O.Box 1179 Liz Gillooly o ® s Southold,NY 11971 Elizabeth Peeples y�p� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of ALEXANDER FOX STERN 1997 TRUST, c/o JOLYON F. STERN, TRUSTEE COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING aT +� ��`� ► �� '- *.�. _�:�LT �'- ��" �+�l�+fly 3 �� " ]"� I''�I2`��1�� ' I, Robert E. Herrmann ,residing at/dba En-Consultants 1319 North Sea Road, Southmapton, NY 11968 being duly sworn, depose and say: That on the 8thday of February , 20 22, 1 personally posted the property known as 63165 North Road, Greenport; SCTM #1000-40-1-14 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, February 16, 2022. Dated: (signature) Sworn to before me this 16th day of Feb 20 22 KIM H . STEPHENS NOTARY PUBLIC N ary lic STATE DF NEW YORK COMMISSION N0 . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2, 2925 NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: The Alexandra Fox Stern 1997 Trust SCTM#1000-40-1-14 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Construct a 2-story,single family dwelling with attached garage in place of existing 1,686 sf, 1 &2-story dwelling and 43 sf and 134 sf porches(existing dwelling foundation to remain,with structural reinforcement provided if/as needed;new foundation to be provided for portion of new dwelling constructed in place of existing porches);remove existing 89 sf and 169 sf 2nd floor decks,and resurface existing 1,184 sf deck to remain; construct 427 sf deck addition to landward side of existing deck(more than 100 feet from top of bluff),with 6.3'x 14'stairway to grade and 14'x 20.5'pergola above;remove existing 294 sf masonry patio,and construct 299 sf porch addition on landward side of reconstructed dwelling with 8'x 10'entry stair;remove existing septic system and install new UA sanitary system, utilizing approximately 77 cy of ratable soil to replace existing subsoils(more than 100 feet from top of bluff);and install a stormwater drainage system,all as depicted on the site plan prepared by Jeffrey T. Butler,P.E.,P.C.,dated April 12,2021,last revised August 4,2021. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 63165 North Road,Greenport 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.,Feb. 16,2022 @5:30 p.m.(in person or via Zoom,information enclosed) 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. The Alexandra Fox Stem 1997 Trust c/o Jolyon F. Stem,Trustee PROPERTY OWNERS NAME: 130 East 67th Street,Apt. 6D MAILING ADDRESS: New York,NY 10065 PHONE #: 917-669-6063 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: 1000-40-1-13 c/o Dewitt Stern-Risk Strat Jolyon Stern 420 Lexington Avenue,Suite 2700 New York,NY 10170 1000-40-1-15 1 Bouton Point Lawrence Loscalzo Lloyd Harbor,NY 11743-1008 1000-40-1-17 45 Roxen Road Ronald Spillane Rockville Centre,NY 11570 1000-40-3-1 2100 Middle Country Road Vineyard View Hsing Dev Fnd Centereach,NY 11720 STATE OF NEW YORK COUNTY OF SUFFOLK Robert E.Herrmann doing business at En-Consultants 1319 North Sea Road Southampton,NY 11969, , being duly sworn, deposes and says that on the 7th day of February ,20 22 , 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 iled to each of said persons by (certified)(> evocd mail. Robert E.Herrmann Coastal Managment Specialist Sworn to before me this 7th' KIM H , STEPHEN S day of February ,20.22 N O T A R Y P U B L I C STATE OF NEW YORK COMMISSION N0 . 5015931 QUALIFIED IN SUFFOLK COUNTY otaryPu EXPIRES AUGIICT *' 2Q2S �...o I �; ° > 0 _U0 o 0Do -0n _U l n N d C 0 3 a "J - O to .+ O Wi00 • Z �" W J — O w� a U.S. Postal Service"m •+ d OCD CO 0 0 CD m c�! C _MAIV RECEIPTru _ Q 3 �' •0 •CERTIFIE, �1-t •• •MAIL@, RECEIPT ' � ru CD �+ O rn O .-r•Al i 'Pu i x rr�p• r-r !C-D� Q co (D ¢1 1 M •..0 NO `� CD a S fl. N ;. 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W � -.� O i!i (D O Postage , Postage O W 0 j ru $ s ru $ lam- Total Post ?'tom rN- Total ' 1❑❑ ❑❑w ]❑❑ ❑❑W rl.l w" J.Y •- .... $ Jolyon Stern ru $ _• v P ,... —— o !o m ro as U) X .! �..... ?00R% p) O W X Sent TO sear Lawrence Loscalzo `c m w .) Q'° _+m • n 5i 5i«�. >7 lA • ..4a a< ru c/o Dewitt Stern—Risk Strait I"Q a �' {Q rfl ;-Q Co CD a ------- ru -- - 4 C3 $treat enc 1 Bouton Poirit o s » m m`D 'w 420 Lexington Avenue, Suite 2700 Stree, -w 1 o m ? �-I ra( ' C c �� e�+d w-I w r. 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Signature f1J $ 4, =7 vrnC ■ Complete items 1,2,and 3. g P- Total Postage at ■ Print your name and address on the reverse X 13 Addressee f� total Post u r ru $ CW � ❑Agent Sent To Ronald Spillane $ Vineyard View Housing so that we can return the card to you, rq ra Sent To Attach this card to the back of the mailpiece, B. Received by(Printed Name) C.4te oftivery ru 45 Roxen Road _ Development Fund Co.,Inc.Inc• or on the front if space permits. $iieefana 2100 Middle Count Road r- Rockville Centre,NY 11570 o LlfFibiandApt.NCiry;-Siete __ 1�20 1. Article Addressed to: D. Is delivery address different from item ii? �YYds State,ziP+S Centereach,NY If YES,enter delivery address below: p No r r r r r rrr•,. . j rr rr rrr•r Ronald Spillane 45 Roxen Road 3. Service Type ❑Priority Mail Express( ❑Adult Signature ❑Registered MsflTM Rockville Centre,NY 11570 ❑Adult Signature Restricted Delivery ❑Registered Mail Restrictedi r10-]Ce:,,rt!f,:dd fiMilsDelivery Mail Restricted Delivery ❑Signature Confirmation^+ect on Delivery ❑Signature Confirmation 2 - -- —)elivery Restricted Delivery Restricted Delivery 7021 2720 0002 6960 1058 i Restricted Delivery (over$500) PS Form 381 1,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt I Glenn Goldsmith,President ��S11FF01, Town Hall Annex A.Nicholas Krupski,Vice President ��14y� 54375 Route 25 Eric Sepenoski P.O.Box 1179 Liz Gillooly Southold,NY 11971 Elizabeth Peeples ��l , ��'' Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESDAY, FEBRUARY 16,' 2022 at 5:OOPM &5:30PM TOWN HALL MAIN MEETING HALL,AND VIA ZOOM ONLINE PLATFORM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, February 16, 2022 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. The public is invited to attend the meetings either in person or virtually via the Zoom online platform. MASKS ARE REQUIRED AT ALL TIMES FOR EVERYONE INSIDE ANY OF THE TOWN BUILDINGS. Written comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.gov and d iane.disalvo@town.south old.ny.us. Said comments will ,be considered at the public hearing provided that they are submitted no later than 12:00 P.M. (Prevailing.Time) on the,day_of the public hearing., - T-------VTC'public will Have access fo view-andlisten to the meeting-as lfis 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 fo,t6ne 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: 845 8727 7877 Password: 777670 • 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.southoldtownnV.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,PresidentS fFOL,�C Town Hall Annex A.Nicholas Krupski,Vice President0� �Gy� 54375 Route 25 Eric Sepenoski o -` F.O.Box 1179 Liz Gillooly o Southold,NY 11971 Elizabeth Peeples Telephone(631)76�-1892 Fax(631)765-6641 ,f 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. • Corn plet6d,6'rig i nal,',O roof of Mailing, Form. : : ' _ Failure to submit° ie followin o`ri inals`ao`this office b.' or-,,no.,later than . . `.. ' ,I_icafi'on viilHfor12:OOPM.,the. ay oihesrn �Yor ap _ result in a .postponement ofsaid:=application:, Original Affidavit:ofi.Posting form -1 DOOT C ':NO-MPLETE=SAID' FORKUNTIL THE ORE EN'SIGWHAS-BEEN JN•-PLACE,% N,THE` PROPERTY FO'R 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. NOTICE ® F HEARING NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees both in-person and via the online Zoom platform. OWNERS) OF RECORD: ALEXANDRA FOX STERN 1997 TRUST, c/o JOLYON F. STERN, TRUSTEE SUBJECT OF PUBLIC-HEARING: For a Wetland Permit to construct a 1,863sq.ft. two-story, single family dwelling with attached garage in-place of existing 1,686sq.ft., 1 & 2 story dwelling, and 43sq.ft. and 134sq.ft. porches (existing dwelling foundation to remain, with structural reinforcement provided if/as needed; new foundation to be provided for portion of new dwelling constructed in place of existing porches); remove existing 89sq.ft. and 169sq.ft. second-floor decks, and resurface existing 1,184sq.ft. deck to remain; construct 427sq.ft. deck addition to landward side of existing deck with 6.3'x14' stairway to grade and 14'x20.5' pergola above; remove existing 294sq.ft. masonry patio, and construct 299sq.ft. porch addition on landward side of reconstructed dwelling with 8'x10 entry stair; remove existing septic system and install new I/A sanitary system, utilizing approximately 77 cubic yards of ratable soil to replace existing subsoils; and to install a stormwater drainage system. Located: 63165 County Road 48, Greenport. SCTM# 1000-40-1-14 TIME & DATE OF PUBLIC HEARING: Wednesday, February 16, 2022 — at or about 5:30P.M. — Either in Person or via ZOOM. To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project, you are invited to view the Town file(s) through the Southold Town website. To view the application files please visit: https://Www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2";.click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. 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'� C3�-- -------------------------- Hagstrom Map Company,rne- Y 1 J0,til3 NIrBp" , - +`•• .;,',r s'.r``-;, ao � Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Q� 1000 40 1 14 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN r3 sfFiEF 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 the Scope of work for Proposed Construction) 115,389 sf Generated by a Two(2")Inch Rainfall on Site? ❑(S F./Acres)) (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 +/-14,590 sf Site improvements and the permanent creation of construction activity? (S F(Acres) impervious surfaces.) 2 Does the Site Plan and Survey Show All Proposed ❑ PROVIDE BRIEF PROJECT DESCRIPTION(Provide Additional Pages as Needed)) Drainage structures Inddicating Size&Location?This item shall include all proposed Grade Changes and Construct a 2-story,single family dwelling with attached garage in place of existing 1,686 sf, Slopes Controlling Surface Water Flow, 1&2-story dwelling and 43 sf and 134 sf porches(existing dwelling foundation to remain, 3 Does the Site Plan and/or Survey describe the erosion X ❑ with structural reinforcement provided if/as needed,new foundation to be provided for and sediment control practices that will be used to portion of new dwelling constructed in place of existing porches),remove existing 89 sf and control site erosion and storm water discharger.This 169 sf 2nd floor decks,and resurface existing 1,184 sf deck to remain,construct 427 sf deck Item must be maintained throughout the Entire Construction Period. addition to landward side of existing deck(more than 100 feet from top of bluff),with 6 Tx 14'stairway to rade and 14'x 20 5' er ola above,remove existing 294 sf mason 4 Will this Project Require an Land Fillin ,Gradin or ❑ Y g P g g ry Patio, l y I Excavation where ere is a change tot a Natura and construct 299 sf porch addition on landward side of reconstructed dwelling with 8'x 10' Existing Grade involving more than 200 Cubic Yards entry stair,remove existing septic system and install new I/A sanitary system,utilizing of Material within any Parcel? approximately 77 cy of ratable soil to replace existing subsoils(more than 100 feet from top 5 Will this Application Require Land Disturbing Activities of bluff),and install a stormwater drainage system,all as depicted on the site plan prepared Encompassing an Area in Excess of Five Thousand by Jeffrey T Butler,P E,P C,dated April 12,2021,last revised August 4,2021 (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site?Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements- or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes Elare part of a larger common plan that will ultimately disturb one or more acres of lands, which Exceed Fifteen(15)feet of Vertical Rise to Including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for storm water discharges- 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 1:11 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- submitted to the Department prior to the commencement of construction activity 2 The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, 1:1required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit In addition,the SWPPP shall Area(This item will NOT include the installation of Driveway Aprons)) identify potential sources of pollution which may reasonably be expected to affect the ,quality of storm water discharges NOTE-If Any Answer to Questions One through Nine 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 5,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is knowledgeable in theprinciples and practices of Storm Water Management Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit g P g (NOTE.A Check Mark(X)and/or Answer for each Question is Required For a Completed Application) STATE OF NEW YORK, SUff01k SS COUNTY OF --------------------- 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 the best of his knowledge and belief;and that the work will be performed.in the manners set forth in the application filed herewith Sworn to before me this; 81:t day of, December >20 21 ----------- -- Notary P K IMA-1 N-' -S T P N_E N S NOTARY P U B L I C (sl nature of Applicant) FORM - 06/10 STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AIIGUST a-, 20� 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# 40 - 1 - 14 PROJECT NAME The Alexandra Fox Stern 1997 Trust 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: VN Nature and extent of action: Construct a 2-story,single family dwelling with attached garage in place of existing 1,686 sf, 1 &2-story dwelling and 43 sf and 134 sf porches(existing dwelling foundation to remain,with structural reinforcement provided if/as needed;new foundation to be provided for portion of new dwelling constructed in place of existing porches);remove existing 89 sf and 169 sf 2nd floor decks,and resurface existing 1,184 sf deck to remain;construct 427 sf deck addition to landward side of existing deck(more than 100 feet from top of bluff), with 6.3'x 14'stairway to grade and 14'x 20.5'pergola above;remove existing 294 sf masonry patio,and construct 299 sf porch addition on landward side of reconstructed dwelling with 8'x 10'entry stair;remove existmg septic system and install new UA sanitary system,utilizing approximately 77 cy of ratable soil to replace existing subsoils(more than 100 feet from top of bluff);and install a stormwater drainage system,all as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated April 12,2021,last revised August 4,2021. Location of action:63165 Main Road(CR 48)Greenport Site acreage: 115,389 sf Present land use: Residential,one and two-story,single family dwelling Present zoning classification:R-80 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant:The Alexandra Fox Stern 1997 Trust (b) Mailing address: c/o Jolyon F. Stern,Trustee 130 East 67th Street,Apt. 6D,New York,NY 10065 (c) Telephone number: Area Code 917-669-6063 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No® If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III- Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III- Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable (' Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III- Policies Pages 6 through 7 for evaluation criteria ❑Yes 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 proposed construction will not change the position of the existing development relative to the bluff or tidal waters of Long Island Sound,and there will therefore be no diminishment to the existing bluff or wetland setbacks. And although the project will result in a 468 sf net increase to lot coverage,it will result in a net decrease to lot coverage within 100 feet of the bluff as a result of the removal of 258 sf of existing second floor decks. The dwelling will remain located entirely outside the Coastal Erosion Hazard Area and well more than 100 feet from surface waters. And the bluff,which is the natural protective feature for the property,is well vegetated and stable; and there is no evidence that the existing dwelling structure has had any adverse effects on the integrity of the bluff. The project is therefore 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 A stormwater drainage system is proposed to capture and recharge roof runoff;and the existing septic system will be replaced with a new UA sanitary system located more than 200 feet from the surface waters of Long Island Sound,thus protecting and providing a potential improvement to the quality of groundwater and surface waters,consistent with Policy 5. 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 0 Not Applicable The proposed construction,which will remain located entirely outside the Coastal Erosion Hazard Area and well more than 100 feet from surface waters,will not change the position of the existing development relative to the bluff or tidal waters of Long Island Sound and thus cause no diminishment to the existing bluff or wetland setbacks. The project will result in a net decrease to lot coverage within 100 feet of the bluff,which is well vegetated and stable;and there is no evidence that the existing dwelling structure has had any adverse effects on the integrity of the bluff A stormwater drainage system is proposed to capture and recharge roof runoff,and the existing septic system will be replaced with a new UA sanitary system located more than 200 feet from the surface waters of Long Island Sound,thus protecting and providing a potential improvement to the quality of groundwater and surface waters. As these design features and mitigation meaures are designed to protect and restore the quality and function of the surrounding bluff and shoreline ecosystem,the project is consistent with Policy 6. 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 Southolu s water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ElYes ElNo ® 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 DATE December s,2021 Robert E. e Amended on 811105 At EN-CONSULTANTS December 8,2021 Town of Southold f :• Z; Board of Trustees 54375 Main Road Post Office Box 1179 Southold,New York 11971 DEC 2 3 2021 Re: The Alexandra Fox Stem 1997 Trust 63165 North Road(CR 48), Greenport SCTM#1000-40-1-14 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 Permit Applications including: a) Authorization&Disclosure Forms; b) Short Environmental Assessment Form; c) LWRP Consistency Assessment Form. 2. Photographs. 3. Survey prepared by Nathan Taft Corwin III Land Surveyor, last dated October 20,2016. 4. Site plan prepared by Jeffrey T. Butler,P.E.,P.C.,last dated August 4, 2021. 5. Application fee of$250.00. A copy of the Agreement of Trust is also enclosed for your reference. I hope thisdnformation shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Sincekry, Robert R errmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsu[tants.com environmental consulting