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HomeMy WebLinkAbout1000-83.-1-11 & 12 Ir OFFICE LOCATION: ► ��pQ�1d'P�.;: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 ` Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) � t " - T61ephone: 631765-1938 Southold NY 11971 wo. r. n: LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: June 9, 2025 Re: LWRP Coastal Consistency Review for NICHOLAS ALIANO SCTM# 1000-83-1-11 & 12 Charles Cuddy, Esq. on behalf of NICHOLAS ALIANO requests a Wetland Permit and a Coastal Erosion Permit to construct a proposed two-story dwelling (885sq.ft. on each of the two floors) with a 91 sq.ft. front covered patio, 3'x8' and 4'x8' second story balconies; install an I/A OWTS sanitary system; install water and electric services; install a stone blend driveway; install gutters to leaders to drywells to contain storm-water runoff; construct a 209 linear foot long rock revetment from neighbor's bulkhead to west to the edge of property line to the east; there will be a small area of excavation along toe of bluff; install filter fabric, 18" of blanket stone 10 to 15 lbs., toe stones 3 to 5 tons each, top and face stones 2 to 4 tons each; place sand backfill raising the finished grade seaward and over new rock revetment; a project limiting fence installed prior to construction along limit of clearing; any disturbed areas to be re-vegetated with beach grass; to establish and perpetually maintain 28,127sq.ft. Non-Disturbance Buffer areas along both bluff faces, and a 3,022 Non-Turf Buffer along the landward edges of the Non-Disturbance Buffers. Located: 3705 Duck Pond Road, Cutchogue. SCTM# 1000-83-1-11 & 12 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is INCONSISTENT with the LWRP Policies 4 and 6. 1. The parcel is comprised almost entirely of 20 percent slopes. !T a PIN Nk FA � C Figure 1. Subject parcel and 20 percent slopes shown as grey polygons.(ARCGIS) Chapter 236 Stormwater Management states that on lands having slopes of less than 20%, but composed of highly erodible soils, development proposals shall include consideration of the load-bearing capacity of the soils. Unless it can be demonstrated that the soils can be stabilized with a minimum of on-site disturbance and no adverse impacts to the stability of neighboring properties, the development proposal shall not be approved as submitted. 2. Parcel soils are Carver and Plymouth sands 15 to 20 percent slope. (Soil Survey) This soil group has severe limitations for sanitary systems and buildings. TABLE .--Limt(EtIw-f the sails Sowngs ditipx" l Street and parking Lnwns,landscaping, Sail fields :tad gal:fairway--I Carver and Plymouth sands, 15 to 35 per- Seven- rllontr,7.. - 5evcrc: alal�es�__-- Edvrro: slopes—_ °�vorr,: :31apeL; ant slapcs. Layer. aYe.ettr uce Carver mind Ply=ma th sand-s, 155 to (CpQi—T1_ Boa ls are al-ma-St. cope far iL few stomp areas art, Bich S1O G filDlIg. ame, o the move diae ;ly osstt -rim-linage, 64amael;a On r 11-twash MTM ti; iesr tua, va: 1; 1 t i p s fl ew. ;areas tare 1 txtmta and Stlopus elle:rval t y are cam p t'Lax, ty-L.'e mly On tltr.� i. inl"clan- kclinaae r rtr,i:aa b 4 rc 'ltti aaa�ty,��r"v h 1�7:.i�ins tl��. �� rtro i:a l[ it T warbY,vv str[?i pImdlel to the dmaraage cl:lavOlels+ Ome, t��:°^a aro 111.1t(l'o i;rp m ire. y of COX°trOr Brand.,, BUILers c .,Llrial'y of My-ptmoudin sti_rid, and Shrill otlielia of ft cd:imbinft- don of the C` vo 4.0,03. T,lit" O'arvm. S-1311 Irl flr s rrctaplA'A mait, has atoter+ .i rr jj tr t46 tree profille. do r— ibed � ����ntft ve al that I ti,M- , m 1 tt�3� :r, 89-Ad nara.kes t 1) � muz as 5 per an t c ; la s'1 9(i l�l � `due U a ner �� az�i� �� �- t ll n a3 1 : ;�t;i tO t1�f: G9 �MTRA al TAIMA' 11, oa' �� � p� mA.,d ve. The Plym,oudi 11 era. Of t"Nell pl rn."Ou:t'tr *rlt ra, Fmce i th'at, ilia text re is .4m)(l a=i is t> r tli ra lenanya i IUh:so., it lea a higher comet ravel. and grrawcA rr�tkl,i,.g is i, tts �e�twlt qts 15 pemet nt,,, by VOlUMe,of thi1 saint in maym', platr rtaa ri l aacl u l Tv illk l l r m art i lei in ma ng are fertf l ia.a oom of loamy ix cl i.tta ) 1 Crria l a�,i°i�rr RN, 1 mr �i to ;ri°,r ' !a t', bra ,ia y are° T5 percent sir•�p a , Alm, on Pnorminenrig -onto n,rews of this imit, capt. .].n as muc.h a�a 2015,a rc en t, �Yr.r��r;l z tt m raw cobb a�s u;ai, su r�1 a ara" ganaritlly am, .a:1-1101 rit'la are in a mixed pattern z?:jtli stalls, f3a:t t can'ai rp ksq... 1.r el. MSO incl,aWed. are. '. . lmrreut -1aatc�., that:, Iniva a, wakl d; o .tea r ragipa l that ice: %I it .��e pth of mi�ic, than, ab bane � s � ei 1r �ieli lar . aRa 0 'r;}ar er moils 1� lI xtva dl;ar trark m.4i laaaa tti¢ ci tLin On flied r l Grti .F it ds e ipipa r jmt rt, of 01a, sA i.�i� .�1�� �CtA_`+�111���r�: are mi=4[1 ►C ll r e u ��t 1? vt a'haftd soils 11nt laa�vr Tha h a-Qa rd of ovNwiork it r oda-l°atts �-E sap-mere. on., 5,ails Cal Ot"S, ut'tit;� 'llie0t) iri,l,ir tria drotij-Aat � and matu��1 a eop, U SL AP Glopli_m c~I' a lit1,,1 'i t t-ion to u,Lm. 3. The application is incomplete. The Coastal Erosion Hazard Line is not labeled on the survey and is critical information. CM 7 h0 fit.. ,A oSyD a Pa r J s C�Q a�o��//ig°SA�o�*�o`�oed'0 ,, /.•'. \ \ 3 ,y�.P�% .c CIVV ( -7 �a0°P� F l�tf 0� 0 . ORa1 / vF PF'/ / AIM /// 0. �1y�rGHx)\ \\ \ s d9\\ \ \ \\\ / a ow \ \ \ \ \ sF�*.;,eG/y. I�P�I-' az `\ `'RATE LEACHING FIELD'A' SC6 _ \ �' ` '—,y=''/ ro� n a (2)8W.4.75•w2.00'DEEP GALLEYS co U 6N Loth 6,aa6jc SAc \\ 630i, , T, tyepiL:.,.Q I PANEL Subdivision-'Vista Bluff" 7L B/�f A� EEXauuco , a•¢ VENT (Dwelling with Public Water) aeJ F' POOL QVM HEAVY LOC%a•J'CA5TING TO BE\ ✓'"qq��'-�••�� / \ PART OF SYSTEM) INSTALLATION AND :O PROPOSED DRAINAGE CALCULATIONS CAPPED WjT P ^• '9�' SANITARY SYSTEM ♦♦\ ^^^"^n'^ I/ ,C,p},,F;-._ ( YOLVME REQUDlED(ROOF AREA II Figure 2. Unlabeled Coastal Erosion Hazard Area line. �... s �5•`'QS't ',,,��*off'i , / ,� �.` � r'� �`/��'� ,r.,. Syk r.a s k �'• 6 57. � tih x' ' " < ,, t �v 4R i, br caf. .�. �"Jee�.'�`y4. s'Cs• � , ��<. 1�.. � �{ JSr�4F�'i =.r > .' '�'°Si "f• +"rYj cr.,,.. /cw n a,mnea '"`��.. ' t Beaches ' '4' 'fir •- 3^ .vr „P''' gas��. �r .1'4`4•:z4v° °r94.S+ ��,4 _ '� 5;.*i AaD4.t�+�� ,,. ,,, a c. av ,., � + P.,t.tR Y^ ,Y.^•, Y. l +r t i � r 7 s .-' rr �`, .. . � � ��Y3'.h°,x � a �+� 7 + :'�YiF' r v +,"..ems r ti3 `-l�• ,.zA��;,- � .3< c "y:•. F`+�+?`. .. text. .. 5 \ts`.s s '.f� ry fY`:'� �.. eF" .s it ..Av,�.,,r• Sl.. • .e'�4. by'.tr. JC a.11 gil \\ r JR LI"1"'¢t "� !�< � `4 F �'1 ,/ p T• �! l l,Pt K _ - ' ' \� 6 fl r'.der _� �< � 'L � �`� � t Jy.. � N y��'�.' r� :,}. �'" � � ;�•• K f ; i<fX F s •/ J'C ' '/ r .q 6� '[Sr tr l' 2 �,{„-y�, - � {� ,;,r3 Ms,, c yam& ,Y - - sY..., , _ '�y�`•s WJ.J TIM Figure 2. Coastal Erosion Hazard Area line (thick red line) (ARCGIS). 4. It is recommended that the following natural protective features be reassessed and mapped. BLUFF Land presenting with a precipitous or steeply sloped face adjoining a beach or a body of water. For the purposes of this chapter, a precipitous or steeply sloped face shall be a face with a slope of 20% or greater and a height of greater than 20 feet between the toe of the bluff and the top of the bluff. [Amended 5-9-2017 by L.L. No. 8-2017] BLUFF LINE The landward limit of a bluff that is 25 feet landward of the receding edge or, in those cases where there is no discernible line of active erosion, 25 feet landward of the point of inflection on the top of the bluff. The point of inflection is that point along the top of the bluff where the trend of the land slope changes to begin its descent to the shoreline. 5. A stormwater management plan is required for any disturbance on the parcel. Chapter 236. Stormwater Management§ 236-10. Activities requiring a stormwater management control plan. A. None of the following activities shall be undertaken until a stormwater management control plan has been approved under the provisions of this chapter. (2) Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. The drywells are too close to severe slopes and could impact erosion from subsurface water flow. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney i (1)UNAUTHORIZEDSHALL ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)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.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDIN6 INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)d CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. NEW ROCK 400 Ostrander Avenue, Riverhead, New York IIct01 tel. 651.-727.2505 fax. 651.727.0144 REVETMENT ESTIMATED QUANTITIES �T odmin®youngengineering.com l i ROCK REVETMENT NOTE: �J BEACH LENGTH=209 LF THE EXCAVATION&FILL VOLUMES ARE ,' , � �� ,� Howard W. Young, Land Surveyor 20 j 20 AREA=1,862 SF MEANT TO BE BALANCED AND NO EXCESS ,� O Thomas G. Wolpert, Professional Engineer 19 I 19 VOLUME=624 CY MATERIAL WILL LEAVE THE SITE. �,' 0030. A Douglas E. Adams Professional Engineer " I, 18 EXCAVATION REVEGETATE DISTURBED BLUFF ,�� NO � / Daniel A. Weaver, Land Surveyor 17 Q ♦� WITH AMERICAN BEACH GRASS AREAS , yh' // `7�7 ` ' � E 1E Z TOP STONES (2 TO 4 TON EACH) 1 ' 16 AREA=2- SF VOLUME- 1 760 CY �, / � .f 1 D 1 ��� 15 SAND BACK FILL SITE�DATA 0 FACE 5TONE5 (2 TO 4 TON EACH) � 14 AREA=3,850 SF 14 VOLUME=624 CY ,'�� a k // G� TOTAL AREA = 36,414 SF 13 p SAND BAGKFILL , 13 ,� ��./ �o g� / l� QO 12' Z I ZONING USE DISTRICT = R 40 12 �� / P �� ep 11 Q , / J 9 Q- E S VERTICAL DATUM =NAVD(1988) TOE OF SLOPE i tp / * � (� p P _ o 91 ?"", LIMIT OF 9 �,' O h31� / Qp��5`0�/° �QQ o P�,P'�P�� SUBDIVISION"MAP OF VISTA BLUFF" FILED IN THE SUFFOLK COUNTY CLERK'S $ U1 FINISHED GRADE Jf." '<,,;, EXCAVATION $ a �` / �P 9 a � ;:v;,. - J 7 Z 7 ,��� ((,�.,,O votio GJJ�/�aP��Pp00�,�Oai' / ���./ OFFICE ON MARCH 15,1968 AS MAP N0.5060 - Q EXISTING GRADE . ,. `" ; 0 6 J ��►P�� /ti'�005� P% / \ "' ., O / DEPTH TO GROUND WATER ->50' ..r. O�' NUMBER OF BEDROOMS DESIGN EQUIVALENT) = 3 ,,...„� �,.. 4 aSD`�o /�PV P`'�Q�O�0\5 OFF 4 •• \ "tr,1;,: s1P ,' /���o / LO F F * MINIMUM REQUIRED I/A OWTS CAPACITY =400 GAL 3 �o HWM=5.2 a;'•;°-. t1 ll / ♦�'� ,; w� i' J� / / P� P L�'�ZJ 0 * PROVIDED I/A OWTS CAPACITY =600 GAL \ QI * LEACHING SYSTEM REQUIRED =300 SFSWA • Q LIMIT OF� ;;,;- ,;''..: a FILTER FABRIC I �i // ii' // /� // //i� \ \ \\ \ EXCAVATION `m' 0 °�' / i / i' // // \ \ \ \ * LEACHING SYSTEM PROVIDED =300 SFSWA �; BOT. OF TOE STONE=-0.5 MLW=-2.0 -G'- - - - - - - - - - - - - - - - - - - - - -2 ,' .e,°h / �/ \ ! / / i!/ /// / // �\ \ \ \ \ \ \ a *HERE ARE NO IMPROVEMENTS PROPOSED IN AREAS WITH NATURAL SLOPES BOT. BLANKET STONE=-2.0 D� ` O / / �! / /% / // //// \ \ \ \ \ \ \ 20%OR GREATER. -4 / / \\ / /:/ _4; SAND BAGKFILL -5 ,' L� // \ i% // /!% /// ////// \ \ \ \ \ \ \ \ \ LIMIT OF DISTURBANCE FOR CONSTRUCTION OF RESIDENCE =5,100 SFSWA -E; -6 \ -7' -7 ,'' � �J\,�, TOE STONES 15" OF BLANKET STONE �' \C) , � QO F, i' / / O / - % // / // / /i i \ \ \ \ \ \ \ \ \ \ 5 TO 5 TON EACH 10 TO 15 LB5. ,i' O (1' g / s{ i / O i / / / / \ \ \ \ �S: \ \ Q � � i- / / / / / / \ \ LOT COVERAGE ��' / r• gou"gaeswciatr� 1PO PROPOSED ROCK REVETMENT SECTION A-A 'C�' �� ti� �L ��/ / ,' �,- / ,��GQ�OQ�Po�gP / ,,! // i%�j / \r o� �4 FRAME HOUSE = 885 S.F. O Q / �C i / - j /// / // / / / / / / \ \ \ \ \ \ \ \ \ COVERED PATIO =92 5.F. QQ-�P��' by / C5 0� i j /// / // / / / / / / \ \ \ \ \ \ \ TOTAL =976 S.F. =2.7% 5WEET AIR VENT GAP MFG BY TUF-TITS ,` // J� \ O �, i (V MIN FROM ANY DOOR OR WINDOW) of / �' '� i / `► _ / / / / \ \ \ \ \ T 'C' / �/ / / \ \ \ \ \ \ \ 9 HEALTH DEPARTMENT USE / / / / / / // \ \ \ \ \ O \ go"ngaxwrialee vE 11 NTO LINE 11 �C / / /o 0 : /z i/ // / / / / \ \ \ \ \ \ \ \ a\ \ \ \ 17 8 / / i F -C / / o / / / / \ i \ \ \ \ \ \ \ \ \ \ \ \ 4" PVG � 4" PVG © HEAVY DUTY Z � / (�`�- � �OQ' / // / // / / // // \ .2 STORY 2.00% MIN. HEAVY DUTY 1.00% MIN. LOOKING ' // \ \ \ \ \ \ �,p / O �( / /i / / / / / / \ \ \ \ \ FRAME HOU5E z GA5TING5 - 9 ao _ Z LOOKING (5 E3EDROOMS) CASTINGS SAMPLING TO GRADE FFEL=60.0 TO 6RADE EL-Sq.B RIM=55.5 PORT EL-5a.5 J �/ / '/1 /// �/ // ' j / // / / / \ \I - r \ \\ \\� \\ \ \ \ \ \ \ \ \ \ CP PRECAST / - /// // // i / / / / / / / \ \ \ o \ \ \ \ \ \ ✓, \ \ O\ TOP SLAB // !-/ �!// ////// / ///////// / / \ Y a Y CONCRETE _--__ / - •�% /// / / / / / / / / i .G �, ., J U N 1 3 2025 " COLLAR / \ G FLOW 4 ,t: J_ - ��� - / // LINE '° IE=55.2 -��' / //// / / /// / \ ;r .. \ \ \ \ \ \ \ \ \ \ / /// / / / // / j// l %\ \ \ \ \ \\ \\ \\ \\ \ \ \ ;stew �I �`V CONNECT 5" PVC �`S VEN - LINE TO VENT HOLE IN OWST A \ \ \ \ \ x. . E�' II�ING�WA�L \ \ \ \ \ QF � , \. "I � Nam\ /�� / \ \ \ \ /r J /.. ,\ \HIGH�1 X;. \� \ �o �p0\ \ \\ \ PROVIDE GLEAN) -_ - - - / / i/ / / / // of \�O` �•i �. .I. . \ \ \ \ \ \ \ \ \ \ \ \ OUT AT FACE OF N - - - - - _ / // /// // / / /� Coe /'. cQ\� 0' t ,I I DyU BUI DING iN u' +'✓,C. #2 600 GAL. I/A OWTS _ _ - // / / // \ '' 6 „ • ,L,; I o`�/ of �� ` \ \ \ \ \ \ \ \ \ \ MDL. 2.0 TNT-500 MFG. BY NOR NECO HYDRAULIC PR01=1LE Jam / \\ ` . ., ..-.' ,. ` . \ "\/ \�\ ao�`���<,, � \ \ \ GRATE BOT=45.1 \\ cygj `, \ /b i1 a h ti\\S�\\\��r tiv i \ \ EL=51.0 ENGINEER'S CERTIFICATION r ,/ tib / \\\\�co '- �5b��� �a \ \ LEACHING FIELD 'A' na�t Mm6dtm $ 6 \ \m p ,5a- / o 1 N (2) 8.50 x4.75 x2.00 DEEP GALLEYS I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL �Q� d`�s 0- �60 co � I I SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER-MY SANITARY LEACHING POOL e//,. /O 0,X ` / CO �- � � � '� DIRECTION.BASED UPON A CAREFUL AND THOROUGH:S1` O'Y-"(7F-Mli SOIL, 300 SFSWA 79 g \\ 6T' ba 3 + + ,� / I SITE AND GROUNDWATER CONDITIONS,ALL FACILr' S;AS PROPOSED\.. ti'i 59.5 n CONTROL Lot 6 �`hp S \ j8�' // �5a.5 'O PANEL �, „ CONFORM TO HE SUFFOLK COUNTY DEPARTMENy F IEALTH SEI2VIC 5, CONSTRUCTION STANDARDS IN EFFECT AS OF S DATE. „ ~= 59.E b, Subdivision - Vista Bluff F\1TURE EXPAN5I0 3 Mr 5 VENT (Dwelling with Public Water) `-- c� 10 POOL MH HEAVY DUTY : LOCKING CASTING TO BE i PART OF SYSTEM/ c• +►f.e + „ 1 \ INSTALLATION AND PI0.P�-�°° - EXTENDED AERATION AERATOR MOUNTING CAST-IN-PLACE RECEIVING FLANGE _GENERAL NOTES: CAPPED WITHIN POOL / ='' - ;" PROPOSED DRAINAGE CALCULATIONS HOWARD W. G,N.Y.S.L.S.N0.45893n ll •,p.., ,� NOTE:REMCTE VENT REMOTE VENT WITH CARBON / $ " SANITARY SYSTEM THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 (REQUIRED) \ I 6 VOLUME REQUIRED(ROOF AREA 1)MUST HAVE 4 MINIMUM FILTER DEVICE RECIUIRED CHAMBER CASTING AND COVER t-,:- :' --- DIAMETER OF 2 INCHES ELECTRICAL BIO KINETIC°SYSTEM LOCKING LUGS O SINGULAIR6 AERATOR,AS TESTED AND DOUGLAS E.A DAMS,N.Y.S.P.E.NO.80897 AND MUST TERMINATE A SOLVENT WELD -- - --- ACCEPTED BY NSF,OPERATING60 PROPOSED 576 SF x 2/12 x 1.0 =96 CF CONDUIT WATER �� VOLUME PROVIDED MINIMUM OF 18 INCHES MINUTES ON/80 MINUTES OFF. � -5.-=: �. ;,`- o CONNECTION a ABOVE GRADE,1 FOOT F USE NEW DW#1: ' a FROMPROPI=RTYLINES, SAMPLE FALL THROUGH SERVICE `7 A I � SURVEYORS CERTIFICATION AND AVOID LOCATIONS PORT FROM INLET INVERT TO OUTLET INVERT \ /e j ty ° �' 8' DIA.x3' DEEP DRYWELL =127 CF ua"nynrso at s NEAR WINDC1WS OR IS FOUR INCHES. INLET INVERT IS ♦ / }7 - d "o DOORWAYS. TWELVE INCHES BELOW TANK TOP. \ cS "I HEREBY CERTIFY THAT HIS MAP WAS PREPARED UTILIZING BOUNDARY \\/ © q \\ VOLUME REQUIRED(ROOF AREA 2) AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR UNDER OUR DIRECTION." C.11 ALTERNATE INLET -�d �/ " �! C31 ON DEEPER INSTALLATIONS,PRECAST b �i h $ LOCATION ( I * Tr ° 399 SF x 2/12 x 1.0 =67 CF f RISERS MUST BE USED TO EXTEND _ ;:-Cf�. I I I \ - - :"Y VOLUME PROVIDED AERATOR AND BIO-KINETIC SYSTEM ✓� - '" "> v 4"DIAMETEF INLET LINE I I o ' '"" N A - - - __ = A `" I PROPOSED USE NEW Dw#2 / APPROVED SEALANT OR I I ,Q q MOUNTING CASTINGS TO GRADE. \ / g I =_�__ � �o INSPECTION COVER ON PRETREATMENT \ , WMR r •" •'� `- 8 - I ~ , a m. CHAMBER MUST BE DEVELOPED TO WV Y' '"::'. STONEBLEND 8' DIA.x3' DEEP DRYWELL =127 CF I SEALING DEAICE } o �----- -- � „F•s, Q �� - --J <,. „ ,� , °q',o � WITHIN TWELVE INCHES OF GRADE. \ / " =" / 1 DRIVEWAY PFIETREATMENICHAMBER - FF - x - 6 Qe'Q- @1 TANK REINFORCED PERACISTD.318. / h�9 0 ' 5 VOLUME REQUIRED(DRIVEWAY) 7 I 1,1475Fx2/12x0.60 = 115CF '` 4I000 PSI AFF ER 2PRE6 DAYSSION STP STRENGTH OF \ VOLUME PROVIDED N REMOVABLE INSPECTION COVER I I( I T -� � WITH CAST-IN-PLACE HANDLE ': " - 1 [{ (5 REMOVABLE COVERS ON RISERS e/ / r `I- � t- I ALTERNATE INLET LOCATION ° SECUREDwITHSPECIALTYFASTENERS �/� \ / OQ 3 6 USE NEW LEACHING FIELD'A' .�- TO PREVENT UNAUTHORIZED ACCESS. 9(y \ / �' �a '° I (2)8.5O'x4.75'x2.00' DEEP GALLEYS = 128 CF GASKETED DISCHARGE !i o FLANGE ASSEMBLY (� CONTACT THE LOCAL,LICENSED '/A/ / �'T '\ I I HOWARD W.YOUNG,N. . .L.S.NO. 5893 ` G PLAN VIEW SINGULAIR*DISTRIBUTOR FOR TEST HOLE /'� , t I DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 1. 4'DIAMETER EFFLUENT LINE 1 ELECTRICAL REQUIREMENTS. f U SINGULAIRs TANK OUTLET COUPLING I FROM FILED MAP P/ / SINGULAIR•AERATOR TO4"DIAMETER EFFLUENT LINE PROJECT ENGINEER'S APPROVAL: BIOKINETIC�SYSTEMMOUNTING I(WE)HEREBYCERTIFYTHATTHIS e/� \ (SEE NOTE 1) CASTINGAND COVER DRAWING HAS BEEN CHECKED AND IS 0.0' y� AERATOR MOUNTING CASTING FINAL CLARIFICATION CHAMBER BIO-KINET 0 SYSTEM DISCHARGE DETAIL I APPROVED FOR USE IN CONFORMITY / \ I I __�_ - _ SURVEY FOR WITH THE CONTRACT DOCUMENTS. SANDY CLAY 60� _ \ I _ AERATIONTIEEACCESS \ CLARIFICATION DATE: (OL) / � \ \ _ NICHOLAS ALIANO PORT(OPTIONAL) \\ CHAMBER RISER 5.0' - _ ! BIO-KINETIC 1 �y� \ J _ ell AERATION INLETTEE \ \ / SAMPLE SYSTEM NAME. with Private W ) Lot 5 "Ma of Vista Bluff" CONTRACTOR'S CERTIFICATION: \ PORT SAND d P r. / (Dwelling \ \ \ I(WE)HEREBY CERTIFY THAT THIS V o APPROVED SEALANT - DRAWING HAS BEEN CHECKED AND IS LOAM 1> \ �/ /'O'O at Cutchogue, Town of Southold w SEALING DEVICE \ `.` ^v; s y "' APPROVED FOR USE IN CONFORMITY (SP) �/� \ 03 0 / t \\ e WITH THE CONTRACT DOCUMENTS. / ` V \ / Suffolk County, New York - -- ---- 20.0' T r ---- DATE: / V / / METER O NAME: SANDdGRAVEL ,' \ / INCOMING SERVICE BUILDING PERMIT SURVEY CRITICAL DIMENSIONS \ C�ly -- -- r I ��r-o= A a-s• 24.0' DEDICATED 1000 83 01 11 / 20 AMP County Tax Map District 1000 Section 83 Block 01 Lot 12 i i /� I �r-e• �7 o°-s':, ' �/ \ �, BREAKER tY P o j -D] T-r r_a^ fAl d t L4' METER I , i ©r-3" 67 4' 6" / 12OV, 10 SERVICE MAP PREPARED NOV.08,2023 60• • EFFLUENT LINE 60• TO NORWEGO CONTROL PANEL�•- - I C7 W-3- Cs] 11%0• MAIN #12-2 AWG WITH GND IN 5/4 PVC CONDUIT Record of Revisions CASTING PICK-U-/-,-P -- - 0 1'-0" [T] 1°-0" GROOVE,TYPICAL ER 5-(r © 5'-6" SERVICE NOTE:TOTAI.WEIGHT 11,000# • I_ ® [17 0'-r m T.4" PANEL BIO-KINETIC® I -� � [I 0•_3• N. r_a" NOTES NORWEGO REVISION DATE HEAVIEST CIISTING8,20ol1 SYSTEM MDL. SD103 BUFFERS MAR.14,2024 K r-0" f a-2"TOW.3- 1.HE OWTS SHALL BE MODEL SINGULAIR 2.01NT-500 MANUFACTURED BY NORWECO. GENERAL FEB.05 2025 MIXING FINAL CLARIFICATION 0'-r RECIRCULATION PUMP GENERAL MAR.28,2025 BAR CHAMBER 4,-0" __ _ GENERAL JUNE 04 2025 - - 2.HE DESIGN ENGINEER,NORWECO REPRESENTATIVE,AND SCDHS REPRESENTATIVES SHALL OBSERVE HE INSTALLATION OF HE OWTS PRETREATBA_NT CAST-IN-PLACE AERATION RECIRCULATION U3 norweCO• Ely-im� A #12-2, #12 GRD IN 3/4" CONDUIT AND AND LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOP.TO BAGKFILL. CHAMBER CHAMBER TRANSFER PORT PUMP OUTLET END VIEW rommy JMM PATEMB SINOUlAIR•8"NETQ,•° .. n'°i"o OYSTM �MM 3.HE SYSTEM STARTUP WILL BE COMPLETED UNDER HE DIRECT SUPERVISION OF A NORWECO REPRESENTATIVE. EXTENDED AERATION MOOELTNr20-eoocPD OS1G-2027 NOTE:TOTAL SYSTEM CAPACITY. 1,300 GALLONS LONG ISLAND CHAMBER SECTION A-A RATED CAPACITY: 500MOO GALLONS PER DAY a - o "t"00° °-'pG2-0273 4.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE GROUND NORWEGO NORWEGO m SUBMITTED TO HE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES(SCDHS)PRIOR TO APPROVAL OF HE I/A OWTS REGISTRATION BY CONTROL MDL. 2060 20 0 10 20 40 60 THE SCDHS IN ACCORDANCE WITH ARTICLE 19 OF HE SUFFOLK COUNTY SANITARY CODE. PANEL AERATOR Scale: 1" = 20' 9 IAA OWTS MDL• 2.0 TNT-500 MI=G. BY NORWECO 5.ARCHITECT TO VERIFY FINISHED FLOOR ELEVATION(S). ELECTRICAL ONE-LINE DIAGRAM JOB N0, 2020-0021 DWG. 2020_0021_bp6 1 OF 2 i () 1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)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.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)d CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York II°l01 tel. 631.727.2305 fax. 631.72-1.0144 odmin®youngenglneering.Gom N -�' Howard W. Young, Land Surveyor ,- 1% Thomas C. Wolpert, Professional Engineer -' O9 Douglas E. Adams, Professional Engineer °03 '� r � "� Daniel A. Weaver, Land Surveyor D� M0. � N3 OJT \�� / tL -0 1 , STONE PAVEMENT � Psi EXISTING 2' EXISTING , h��/ �, GROUND S. PAVEMENT ,' Q0%00 do p�,1,P1'ph�0 0� O _z MOUNTABLE BERM /�� JO err�a�'vo / "\ 0,`P t�°P,�t�° ,. / FILTER CLOTH (OPTIONAL) �� �v �yP / �L �0 g ° LP P i PROFILE P�Q �'-� P ��5�P //`r1P�p.5b 1O�c;OJ� ,�O�% / MIN. , ��� / ; / �/// /\ \ \ \\ 4 WA5HRACK N z �,' °fie (OPTIONAL) ;,e OO ~ `:�:M e_ s� .. .,u: -•iVl!'t<f:: EXISTING / /Q EXISTING 'cvY 'O ='C�DAR�E:,..,.. :•. PAVEMENT / l��G 'S, ,'� / / / /// j // // / // \ \ \ \ \ tS` \ GROUND `� —`�" , - , >~s�,T> Da - 0 I PLAN � N� �� Qti S� � D�� / % �/ '� // / // / � / / / / \ \ \ \ \ \ \ Ile %��Y//" rod �Q DRAINAGE TO SEDIMENT QQ-O� / Q� �� 0� QO � % TRAPPSEE NOTE 8 ���P� ,c'���� //e��� / / // // /i i pal CONSTRUCTION NOTES ?/ / `L Q j• /��J``�� //;'j////j // / / / / / /'/ // \ \ \ \ \ \ \ \ \ \ \ \ \ \,, I. STONE SIZE-USE 2"STONE,OR A RECYCLED CONCRETE EQUIVALENT. / / / /�O 2. LENGTH -NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 / .� i / �O FOOT MINIMUM LENGTH WOULD APPLY). / QG ,� 5. THICKNESS-NOT LE55 THAN b". / Q- !� % /j'// 4. WIDTH- 12'MINIMUM BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INGRE55 OR / .L� �V j O / EGRESS OCCURS. �i `'� % I // / / // 5. FILTER CLOTH -WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. /%/ // 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL 5E PIPED ACROSS THE ENTRANCE. IF PIPING 15 IMPRACTICAL,A ��(��/ MOUNTABLE BERM WITH 5:1 5LOPE5 WILL BE-PERMITTED. nv\' T. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL / / ,' PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.ALL SEDIMENT / %° / //// // / / / / // / // / / / / / \ ' SPILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED / %/ / / / / / / // / / / / \ I' r'" Tr \ , `\ \ \ \ \ \ \ \ \ IMMEDIATELY. 8. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN(T) // CALENDAR DAY5. I L\"� \ \ \ \ \\ \ \ \ \ \ \ FrENCE V, STABILIZED GON5TRU0TION ENTRANCE NT5 = _ //j�%/ice// / / /ii/ /e� �'-AII`TINMAA�� \ \ \\ (�' HIGH' X. \ �° oo \ \ \ \ \ �1 J U N 1 3 2025 I �oQ \ti ° I !r Dw \ \ \ \ \ \ \ \ \ \ fown ' \ \ \ \ \ \ \ \ \ \ \ E3a rc! of Trustees AIP h o e \ \ \ \ 5ILT o sow N \ 001 10 60, \ k m < \ GRATE \ -cy9r • Y ` \ / 1 e °\s\\6 \r �� j \ \ EL=51.0 ENGINEER'S CERTIFICATION 10 ti \ WOVEN WIRE FENCE S`6 \ F tib $ / \\\\\o '` ,yb�✓� nQe \ 1 N LEACHING FIELD A o, \ \ p ,5a— / C, (2)8.50 x4.75 x2.00 DEEP GALLEYS FILTER CLOTH e/z /O/� O� \\ s �� CO ' b e h r r 'v r I,,r ?x/ `58.5 59.5 / CONTROL IrOt'6 I' X�i Subdivision - Vista Bluff ! Ml UNDISTURBED DISTURBED c / '58.5„ VENT =' _._ !� / (Dwelling with Public Water AREA FLOW AREA �p �� F�TURE EXPANSIO 9 ) -r, I P,J POOL WITH HEAVY DUTY .�. •_ / I � _ ;. ` LOCKING CASTING TO BE / cy / PART OF SYSTEM / I INSTALLATION AND PIP ° HOWARD W.� G,N.Y.S.L.S.NO.45893n �0 z SECTION \ PROPOSED DRAINAGE CALCULATIONS THOMAS C.WOLPERT,N.Y.S.P.E.N0.61483 CAPPED WITHIN PO i / SANITARY SYSTEM DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 VOLUME REQUIRED(ROOF AREA 1) - WOVEN WIRE FENCE \ PROPOSED 576 SF x 2/12 x 1.0 =96 CF WATER °�� :w' ; STAB I L I ZED VOLUME PROVIDED QD 5.00 SERVICE �`� F = 1 � GON5TRUGTION USE NEW DW#1: SURVEYORS CERTIFICATION �� \ / / .~ �� le ENTRANCE 8' DIA.x3' DEEP DRYWELL =127 CF "I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING BOUNDARY N \ \,/ F \ AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR UNDER OUR DIRECTION." VOLUME REQUIRED(ROOF AREA 2) i _ t FILTER CLOTH °� .'h 399 5F x 2/12 x 1.0 =67CF •-t --vor.: VO UM PROVIDED L E V DED N - - - -; � PR P . z �: WMR I O OSED <' r USE NEW DW#2 -� T B F S 0 o wv NE LEN -D P` c: 8' IA x3' P R I D DEEP D YW ELL - 2 C N 17 F DRIVEWAY * C, i F y�59 e VOLUME REQUIRED R % ; . L ME (DRIVEWAY) 62.0-� 1,147 SF x 2/12 x 0.60 = 115 CF r- (,- / \ , ELEVATION �'��j \ / Q \ / VOLUME PROVIDED �' U '/19 �' c�0 3 s �/ A I USE NEW LEACHING FIELD'A' ✓ (2)8.50'x4.75'x2.00' DEEP GALLEYS =128 CF \� I HOWAR A W.YOUNG,N. .L.S.N0. 5893 \ <•. `> J SILT FENCE ''�LQ�e \ !yG 1 D L SAVER,N.Y.S.L.S.N0.50771 NT5 1 I SURVEY FOR —60_ / o\ \ \i —� - - / � \ \ - --- - NICHOLAS ALIANO Lot 5 "Map of Vista Bluff" e �P j GQ /� �Welling with Private Well) \ / / yb at Cutchogue, Town of Southold �UP"/h�/ Suffolk County, New York N �°° / STORMWATER MANAGEMENT CONTROL PLAN \ / / 1000 83 01 it \ / County Tax Map District 1000 Section 83 Block Ol Lot 12 / MAP PREPARED NOV.08,2023 _ Record of Revisions REVISION DATE _ — — BUFFERS MAR.14,2024 GENERAL FE6.05,2025 / GENERAL MAR. 28 2025 GENERAL JUNE 04 2025 / i W /0 m 20 0 10 20 40 60 i Scale: P = 20' a JOB NO.2020-0021 DWG.2020_0021_bp6 2 OF 2 1