Loading...
HomeMy WebLinkAbout1000-83.-1-11 & 12 OFFICE LOCATION: ��®� S®��jso® MAILING ADDRESS: Town Hall Annex �® �® P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) C Telephone: 631 765-1938 Southold, NY 11971 a LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees Cc: Honorable Lori Hulse, Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: December 16, 2025 Re: LWRP Coastal Consistency Review NICHOLAS ALIANO, SCTM# 1000-83.-1-11 & 12 This application is to construct a proposed two-story dwelling (830 sq. ft. each floor); install an I/A OWTS sanitary system; construct a 2' high, 29' long retaining wall with northerly return; construct a 209 linear foot long rock revetment from neighbor's bulkhead to west to the edge of property line to the east; excavate a small.area along toe of bluff, install fiber fabric, 18" of blanket stone 10-15 lbs., toe stones 3-5 tons each, top and face stones 2-4 tons each, place sand backfill raising the finished grade seaward and over new rock revetment; install a project limiting fence prior to and during construction along limit of clearing; any disturbed areas to be re-vegetated with beach grass; and to establish and perpetually maintain 28,127 sq. ft. Non-Disturbance Buffer areas along both bluff faces, and 3,022 sq. ft. Non-Turf Buffer areas along the landward edges of the Non-Disturbance Buffers. 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 INCONSISTENT with the policies of the LWRP as follows: Policy 6. Protect and restore the quality and function of the Town of Southold's ecosystem. . 6.3. Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction. D. Provide adequate buffers between wetlands and adjacent or nearby uses and activities in order to ensure protection of the wetland's character, quality, values, and functions. And Town code policy §275-3 "Findings; purpose; jurisdiction; setbacks" D. Setbacks. (1) The following minimum setbacks apply to any and all operations proposed on residential property within the jurisdiction of the Board of Trustees: (b) Top of bluff. [1]Residence: 100 feet. The plan does not meet the minimum setback of 100 feet from the top of bluff for new residential construction. 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. 2 Town of Southold ! DEC 0 2 2025 LVVRP CONSISTENCY ASSESSMENT FORM SOUTHOLD TOWN PLANNING BOARD A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered"yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. 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 SCTIVI# 1000 - 83 - 01-11 & 12 The Application has been submitted to(check appropriate response): Town Board 0 Planning Dept. © Building Dept. 0 Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital El construction,planning activity,agency regulation,land transaction) (b) Financial assistance(e.g.grant,loan,subsidy) (c) Penmi4 approval,license,certification: FM Nature and extent of action: Construction of single family dwelling setback from the top pf the hl„ff and xeixntment c i < A Location of action: 3.705 Duck Pond Road, Cutchogue, New York Site acreage: one (1) acre Present land use: vacant lot Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Nicholas Aliano (b) Mailing address:_- 970 Rte. 25A, Miler Place, NY 11764 (c) Telephone number: 631-680-3052 _ Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ® No.M if yes,which Mate 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. 11EYELOPEII.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. ElYes F] No Q Not Applicable This is _part of an aRrov.ed subdivision with single family-homes and bu-lkheads ... constructed on the other subdivided lots; this development does not intrude on agricultural lands and is part of a developed area along this secitori of coastline. 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 Fxl Not Applicable This is a single family home on a filed map lot. ._.__ ....__._.-- _----- - . ..._..... _... __. Attach additional sheets if necess 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 ® Noallot Applicable The use of this subdivided lot by constructing a sig le family home adjacent to other - single family homes' in a remote locationww'1ll._have.,minimal, impact on visual quality Attach additional§heats of i e essar-y NATURAL COAST POLICIES Policy 4. Aftimize loss of life, structures, and natural resources from flooding and erosion. See LWRjP Section III-Policies Pages S through 16 for evaluation criteria . Yes ® No® Not Applicable _.._.................... . _............ ... -...._....___..__._._....._.. ..._.--.- The development and bulkheading of. this lot will prevent further erosion. . . . Attach additional sheets if necessaey ---"` Policy 5. Protect and improve water quality and supply in the Town of.Southold.See LWRP Section In -Policies Pages 16 through 21 for evaluation criteria ® Yes 0 No ®Not Applicable L-si-m-1- family zasd-demae at M ..n mal affarl-- nr.-a.T.af nr qua-liand slippl)z Atta additional sheets ifnecessaay 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. 0 Yes ONO Eallot Applicable Development of a single family home at the top of this lot':t0gether with a bulkhead will not have impact on coastal fish and wildlife habitats and .wet a nds Attach additional sheets ifnecessmy 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 P Not Applicable Construction of a single family home will not have an d.dverse effect on air quality Attach additional sheets ii necessary Policy S. 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 El No 0 Not Applicable Construction of a single famil home at this site will have virtualix no effect upon .the soil or water; solid waste will be transported to the Disposal and. Rec c.l.ing Center in Cutchogue, NY 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 evaluati®n criteria. ® YeEl No[a Not Applicable I will not interfere with or prevent Attach additional sheets if necessary WORIKI1vNG COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section M—Policies; Pages 47 through 56 for evaluation criteria. Yes ® No Not Applicable Construction of a single family home is no.t relat_ed..to sustaining living marine recourses in Lon ;:Island Sounds the..Peconic„ Estuar , or. Town Waters 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 1:1 NoEl Not Applicable ` Attach additional sheer if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. Yes.® NoG Not Applicable Ibis- is not an agri m.11 tnral site Attach additional sheets if necessary Prelacy .13. Promote appropriate use and development of energy and Feral resources. See LWRP Section III—Policies;Pages 65 through 68 for evaluation criteria. Yes No® Not Applicable PREPARED BY P TITLE Attornye— Agent DATE October 2025 DETAILED PROJECT DESCRIPTION The applicant requests a Wetland Permit and a Coastal Erosion Permit to construct a proposed two-story dwelling (830 sf on each of the two floors)with a 69 sf front covered patio, 61 sf first floor balcony, 78 sf first floor deck with steps to grade, 44 sf second floor primary bedroom balcony and a 24 sf second floor bedroom#1 balcony; install an UA 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 2'high retaining wall with a northerly return; 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 each grass; to establish and perpetually maintain 28,127 q. 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. NOV - 6 2025 Southold Town Board of Trustees oa.: ,� \ v� k_.z, r< \ ;, �\ ,.>a\ \; \ \ \✓ W '" �''i Texseesecx.mx o-aav .'\ \ 2; , r\\..t,,\„ \`.,.. \\ \- \-,.v\�,�.�.�. `\'- � ; a', : � � Y..,�\.. ..,�, .... _ due '`.�•.' ?`.,, igxeg. \��� 1A\ v `1 SCH.D.9 FA f Z9 4u 1 z ar z m,e two lou .., ue s ,cea,:,�,...n.roraw ea 'n�.. ,x \ \ \ \ W \ ep .��x /t xav :�y IIJArR v a v \ \ .i\O ..� ,ra oE .axrweeTa b } s� ,za �syw '\ \ �..b•: < + b ha.eY. •'O1F � ` i�% a. tlf•�\ ,o.x e.d ,�+•,.✓ `''s7 T \N h�r ah y,C 9�ha ', / � �r `v,t+4 A�', oet2aaacew+we��rsi /�. .� Qa !'• tgV7 S I � A��\_,R,�a� �� •tib ^'fit `�. ��• ✓ "•l' ld �' `x' ti*••<°��( �tih r .•� J (� f oq,/ 1 � ,a� a``\ n. / a' x'raq zd• �� �'� ' +���"\ rya h, '�'� Sy- .s `� ,x., a'•s y3- ,=f ,�t ,M, v� \ n �,� � �y/ Q gy. oPYF1ofVFNIFICNi9.! rr m�Mua (i ,e.,. � s �y✓ ?rt�� rg+; ,� 'Z,� � av\\ t�x l.� V \ x v x \,+� .,/ ^ °'•• - �l �'.•ro `v vA�'-\� •�2 f FpaPck:bo;� �i a:.v ;. \ \ \ '` \ � �` \� �`.�c W..,t� ,(&< .` ;/ ���u• r' �R`t �., 4. \ 5Ef BEC NOZ 3 ,':gg\ \\L\ \ \ d \ a \A v 4 P"�K CFqR PC4N4 ,�., ,` \N ,\."\ 6Ej:'$ECM \� l $EE[EG-NO, \\Xa\6EESEC NQ : \ SEG'SEO NQ •\ E� � \�h �. \'•`�,a fPF PO4".NW\ \\ 1Y� �\ ` \'•\ �\ \` ,, x. oaso aoea,� xv lv ee. - :ao6y4pta VovGgao„e Ai `,�r t �x xv v ,vaFssea,I - v�'• v '"'v \\ � X uNE sy:.,A„fir ,::: .• .A v �\:>,: x ...:vc v<�x,. ',. ��:::x .,,, '` � / ..z '?'r".:�, '� � ::A:'v � ` �v\. � �•. 4 e ^'^ • '"�•,••°`�„c•°w>��a — COUNTY OF SUFFOLK© N Nonce :. x �wc,eo- ,000 secnw no e Real Properly Tax Service Agency nwx,sxvs Tem+art eov e _ r N `wn�-- -- —_—_— -- ° ..aWa _____ a.... u i40frnr�rOrnt•,R,t.LnalAT114uf W PSDUamia,❑Mf1PD110 ofT+r M cu SW xxor SOUTROLO 083 SIFFOD(CD e'TAnMV6R+NfIle A --_�__ S RFALmWin TNt�N.f Me-LY. / • 111 � y�yy.,f,,Jyy r -`••a)ert :.3'°� �9.� .f+ 'i t�.r<4 .�• T;� .' �g..Jr,F,,l'v,•' �{.�• ��r J r�•. ��i Ar ' t y" '*..,ti`•""` :et a ►,'T!•., - it! ` _4 "v��"}��` �; '1• 't „ f i >•T c9 t _s. �,;�^w� ��1�� ;�� ` tz •�Irk. � .K jj.Y �I f� p+p ``8����,s�y%'�• i�r' j��Ar��`�'•'�"' f l{�tr; >ajya"r ,.xt,,.i.� f+ ,Y}a': ;�"t �• � � �A�� .�•�.,�'�"i ,•'•��1 '�.' .t _;,�,��r. r+: • � �JW'r '.t b!.'emu•• 7 ^. • .F . A nf,•r •v _ - �•��'tS�'lj v�h;•� �� x• , �'IMF ..A• �t j ����1 . .���� ��`�t� '� t+-�'• . ♦d! r y` r f7' ` }W ,r} .tc. s t'6_ j_r hL 71 U.V�W-IA e }�X Y'; �. .•r1 ,i'. r '%�'✓..? •� :�-r ` �d1'~ • _ -'��SZvfi•L . i i � -t • � ♦�i �.yC `'' C{1 ` 4\_''��. �r�.:, n '�^' .y� Y ✓ :ar :•.� Y'4a} �s ' c ��+ti�'�"w\r .b,.�i� _ by� -�•)� _,- '/ �-'Y h�� � , 1 p � vt; ••�_ y•� '<`'� .: i4 sfa. 4 ?, `} _x 1 { ...� � �-!' , ••t;� �A'�,rYa .r '.r. �• ��E, f f.•, � ! + a1,y , •~w i r , L,• rL. yy�. `4" . '•• 1 y.v1., j'� ♦�- . ✓'{ ,w� .�. :ate � .; � ! � .� r, �+ � � •1 ` •, s4l• -'l ,lc 44, All Ja •• �'�.'✓".1� mot 'S».i..i ,'f- •F �. �.'. t i ` el IFA � ' f.J.. V '7°~'��17•�.' !' m +� ,•�t 4r` '. /n,y y--:� • .E, �,; yj' - •-f ,_�•�� ,s.a � / .'Cis" 4 •� •i .t. �+>'Sr� �' s` 7, ,a � ,� r .� f, r M+ .xd�•�� w Y ��.•r�ti '� a`s.'3�,=r - .-� '.;i( s i• �,a r,; ' 4, ►. K��`� ♦ •`. a• �' _ �� 1 '��'� .Y�p ��•, �S7' �ry�", M •.1 'wI•x r'� � '�- � 1 �', ,wA�w ,w. ?AF2.. � ,$. ! r�•'•" /� -�� � � ...rt='1s .t.� ,\ ? -� tm• .r �Y I• � `"r. 'e- �,r�'.. nt ��S�.�,��.�g �ie� � tw_ t� _ `✓�_ �!F 4a,, -=,_��` r. {o ., _f I J♦1 �i•\• � _-( x�• � �a,rfp�'Kt S.*� +I���!��t�J �.� :7 �., � �'•ry� �x' Fc < fai.ZtA�'(r' � .� �: ru 1r ,�a �C�1• �,!;� °+ e ,/; }'`\, t' s= � R i ! ! � - s � � - �f "we-.i„7'• .a' Y{k f ��`�Y � ✓ _ i' :� '�yr+ _ �.�_ ,1,+�->� � j•• , � ���� .ate •ate". "^f. ^j�� i 11 two ` y f/.•, y 's .v' f. s :. s sli��. _ ( }4 �. •t�w.�4wt 1.•pi 'ice-'-.� 4E„ � • v T� t s • j i"TMc ,, . kAr' SS .\'� '' �k•• r; r(i b` .* '. :�,� Y L+�"� �e _'� � }•s#' 74 s"�•.i.'�5�k �••.'ra-" �,. Y •'��tv��`� taz p ' •� Ste``/' n+ .s,. Q ��§�::- ii �Ia• .��� � � �� •'' '� �4- .t�• l�U• ,j=, /'� /.� �•.:+� 11 T �a 4 `.�ai���` .:�yK!• �'�1.��_�G•-'«•'lr St h�__`� - +.ram,•;�. �^•�}� /a� � _�•�i f-,•-•• _ - ��� _ 1'';•t' it •' yy -� 1� / � \\ a yew, .�` z++ , ALIANO SCTM No. 1000-83-1-11&12 BEACH AREA Av ..cam+�!'.�` � =d •:+:�� - �a�ia,,__ � �., -'-�'v - • gg SMOKE 6 C.02 DETECTOR NOTES. Revisions YMPY OR PROVOM HARD WRM 101E DETECTORS A✓BATTERY B CX-Lr IN, I.EACH BLEEP NO ROOM pC AREA �." �HA EACH BEDROOM �Y, I 7 B.T!E TOP AND BOTTOM OF EVERY STAIR CALCULATIONS p MOISTIAV:IVEl19TAM 6TT.®.N ALL MT An" U PROPOSED U S1R�TON I6 TO C� Yg1I1d SNOT Lx•�J TO T{! � FIRST FLOOR: +/_830 S.F. ~ SECOND FLOOR: +/-830 S.F. ° BEDROOM mZOM To c NMM4 KTH nomm TOTAL +/_1,660 S.F. A eTAIRWAY NLJMNATION KSOS.T fin ° STAIRS,L*VINS9,KA S S 6UNV7S AS FM e e� B BASEMENT: +/_630 S.F. IVNIrI1 IENAVOI NS ROD" a ffi BASEMENT PATIO +/_61 S.F. o DRAFlSTOA•IN9 R90212(50 re IDw FRONT PORCH: +/_69 S.F. ° PLOOPI VIArIM6M ERCN6 A BOB VftM o OUT9IDE LI6NNNS TO OO•MY VM SCO ON 56 t 4t. MASTER BALCONY: +/_44 S.F. ° ALL MW To cmaLY r°TH==Inc,mce yd' BEDROOM#1 BALCONY: +/_24 S.F. ALL SOLAR V401PX To aoNn-Y KTH Rsu H A't A 7 io. GREAT ROOM BALCONY: +/-61 S.F. DINING/BREAKFAST DECK: +/-78.5 S.F. HANDRAIL NOTE: t� t IMTmW66 TO R W-ABOVE DECK 1 STAR NOSMS,RrOAROD rd T' ? O'�w ONAM ON O ECLT Or STAWAYS S OEM SALL NOT 6V?. �9 t YI ALLDN TIC PAMW Or A 4•SREQ OR MORE N OWNIET V Z �6r BCE 1119II R RSM Or THE P95V DAL COX Or NIM YORC 5-6 6RCAT ROOM •Ib'oL. —� M1 WINDOW NOTES: L— 1.m m m"IC VERTICAL Or MY B6 m=K TI.O/ N r-- Y• ► 50M OR MHX 2V RDRITONTAL Or ANY DOOR NIM ARE ••-- �.-- TO RTD.O® 1 .t S ALL VDIDOM NO E IEVOR DOOM TO BE MARM NnbPny MOV ULTM MESS WL71WO9EWY 7`lJ >' § § g pININb ARtA °� 5,MO I'OrQM V-0•OFMPOE SSNALLM2TOREWEm 1—'� Z COMN rR®S PT!RATING Or W IIY6r.ALL OTMt M1001% yl_ MMEET OR mm on"rpm5ma RATM Ora 0 DECK o 4.OORIRACTOR B TO VEVN'ALL 100014 MOOR.KMBIM H M rRIOR TO MONN-A OR MrA.LATION } P.T.1:1f, �d. .. Ib'OL. --- ----- y IL R 86 A 9 § 11,11b,AJS$P1 s 16'-- II A 6A,E.Ts n.ru"A.ea'�,6`•`.•m6 .x.rFsm,.ow.eoaw.xnz6 ��—, a PE 3.0 § ot. _ �5 n 2 ••�°•b _ t2w --- aOm,vmw rtn 1L } § Nldl 2 ( ---------------- i .r.E W ° A2.1 CEDAR BRCAIQAST a' i W '� G..os,Aaa.��,•< ,.,.o.,..�..k_ >•��.. Q PALMS 4 ra>"oioa en x.se rnvamwrmcno. A9 ra COOS .n:w,.or w.Fa6Tntiac.®.w ,w Rr_.nmc at nAUAro sislxvnnos. °O1 ` tr ®® a >rm.iw°O1•°'c i6oAoymA.n "°'^" '�.+m.m � F �I a Tro•A.5 a PJ.a Ib' ► g Lese e���e ��� @ � 6 IYY I OL. �n ---� "� `b Fee p,o..»e•:o��a a:o'..er� Q Q 11`2lm fl e ire I dio -� � wrncaNCRaTE DR eutwwn9LDCR FauxosTla+ ,o..,xarr ILZ= 3 v gv Aux v` n .;"—"'r.T -f0.1IDATIO�M uawmomn Ewa,°. N b' N U INK *.1241 0 Ia°eor _ AOF....ocaaemlGANoaaoPrroNeo oc: •T ie 4 0 o e MALLd� { "." .T.de. Y wO®IeONOIISX a4 L ic` ,•goo°,wc,wrwrcF n x.rmsnom ,m.�r ppz ••'SM-2 O -OMACE DEIELTOR ,°rAmmr •®-N•, N R eAb F.T.PIS.ra9T ° o N Z O -Cr.IRfON MONOfODE OCIDDTOR DYER RAeFD W000 FLOOR-�YEALAP OPI6ON axn ax aa, oaw Aar l� fMalE,wW9tVMALV9dFA mMCI E4' S4' 1&4& 6' ON oR E -LIeNT rINTURe FRO`rt EIEYAPON SEC RCN N•f01 °•pODi II'-0•IRATIO TABLE R602.3(3)REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO 23-0 X,OOS° ! EI�06T RESIST WIND PRESSURESi I' n ♦p�fOG N 5 l ® 1m BWA RVLrA6I6lGI yxaM111°m VaxFS xAM1 FVACwG WI�SPEEO V,e N # " r # 1 t6@-rO NO 6Yed eo Ram WPAx.. xf[x['s snfsxEg 2.0 BIIVO1111IL rA1EJ s riC � 7]008 TIT-liNI Md6YRdilm IMQIL Ogle 'PoFESSIONa b-41TRM0. BMPD f•u,sxx=tt.nx,mawxr.-o uI un Ix-eRArra NNLT6e �—a.>n�w•+:��yw�+:m.�'"—""w-,m.w.•.<+c.N,.aa acx..a•.A�.�6x.F•.m....rw6c, im 0.6o2xaw�rmuvaa.f:ary bu.xW m°e�—r n xa•rrv..0 scam Pbr E t<n xrxW r.Mw+mr..... evacd pw^sGa rvge MY/a6t6 v'Ns]i NmM��mmr.r nat ,a paxh vM.3Ly. rxiry GrymJ v9ng aWa.a wnv.P.n l6 Wmmrwaan n N.m•.r.p•wk•in.>v16 pen��•Naat6•1Flryc•.'w.,l�o•e.v,b io.r ra..ed. NOTE,ALL NEAD8Z5 OVER YUNDOYi5 MID DOORS sNALL Ee s-2m rY u7•PLnm.PI.rccH uax Al . 0 I FIRST FLOOR PLAN -a05 SF A METHOD GS-PF - PANEL CONSTRUCTION DETAIL V4�Ib' NDte I. SMOKE S G02 DETECTOR NOTE RevisionsS• � ��- VMFY OR PROVIDE HARD HIRED l` SMOM DETWTORB K/BATTERY BACK-UP IN, 'S m I.EACH SLEEPM ROOM C 3 ].WTHIN I5'-0'OP EACH BEDROOM A2.1 (6 0RALLY THE HALLWAY OR OALLERY) mI e.THE TOP AND BOTTOM OF EVERY STAIR' Um lOBTIR IB:319TANT 6TT.W.N ALL MR AREAe TO GONFlOOOGTROTON Is TO lofty ImN M is l f LIMTm TO T! 0 O O � O 0 6ROOM M4/DOi'D RM Im a5mm M"InONS OP IL710 � 0. o eTAIRMAY"24NATION RDOe.'I STAIRS, y1 a STA ,LMIDINBe,RALL.S 4 EUAmO AS PAR ms DIAI'7 m T 601- 6 I MPGM a( !•' ��.. t A"M Ll TO Cla TO GOAPLY YOTH mG GI 9D ALL WIL I TO GOM'LY YQTH Y KI IRO CLOG o ALL 901M MORK TO GOhlLY W1H 101324 h — r� ,10 HANDRAIL NOTE: HANORALLS TO DC SW ADOVe IN=1 STAIR NOWdr.IC20M —Y dy S SWIM ON OM MM O.STAMAYS 4 ODCNS SIW.L NDf LJ AU M ME PASDAM OF A 4'MIME OR MOM N Pbk%rn I i'fl aQ 001 1 M12 OF M IMOMMIIAL CODC OF NM YOaC 4'-D' °Ss. AINDOA NOTES: o �xY I.MOOYT'e MTHN UM VCOICAL or ANY BO PIOOR TC/ DOCK OR KM SP NORI AL Q ANY DOOR 000 AM O A sTOM �d RNLOHD b I �p ~ F 2 ALL PQCM A!O mcnwz I Poom TO OE MAAvN O PCl OODC 10 _ LT 8 ® 14MTY MOOD LLTM OLM HOfm OTHMPMTM 1, A MXOOYO MROi 4'4'Or OOIOCI6 BiN.L M'ST ORIXL® IL z T Y DOM PRlIMMM RAM OF e0 Ill AL WHIM MOOGPB § S SI IMT OL maw OC m FF=M"TM OF 2 Q § z ° 4 GGNm PLINC B M R MAALL PBLY7IT MD06 R.C76 _ ��� 4 MVOI,b RRGNA98 DR GBTALATDN O V } � e• In' 614 In' J T € ims ®OIL® vssmnAcn— o 80x s D IO r 0 UO' 1'-e ur a IO' o — 4 $ BtDROOMiII L— I RALLBae I -- p2 pJ § isI •n,r W I� Q ry4°Ptu j ME Ll ' ILI �-O' � -R�TOIGTC) `}�oe a �riee'�o'e`_e '��.� ::S•� o�O� � C § ® ®® OVER CONCRETE OR.,A60NR1 BLOCR FOUwOAT10N Ig 71 �un.omss W p Is 0 141. LW W-w D Vl s'4' a m, n TO Ek!DROOM 112 --- �,,, I Gc�io°I`eaTo116ok�• .•Qom.mc,�ou�.:�.,,..,o�w.�mm...mrn imr ��R�DW9�R�OGR�FRAYY,GONGROPRON -� 8 01J.R 16 04. I oG:�a�iY�Pe m*r O aY►ar+G.I.L&� a DU7 b'-T evr I § LLOm1ON.LLw t f. �} S� I Op -MIT20GIlGTOR ��'b' ®v m[vure r®uamrr R[m r T •�A' nam>rp IaOW1 C I O -ualeoN MONWOOO've,sGTOR L \ O SO60-7 L — __ QM ORG -LIONI'PUmllm womsmuctwu xmaurrm,00rtnMmwmarmonxnmr wummr LINEOP PORCH BH.OW N'NDN arER RAlsfn wTxm FLOOR-QYBUAP avrgx 7rG sl e'oaer. �Gae¢ww.nwmwwerwwmrra�w qd 48 � _�� FrtONTEIEVATYh, 3EGTON WOKE N•NDY e'T e'? 9'�' 4'3 UO' S3 U2' fOPDf D•OC9T. TABLE R602.3I3I REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL 3HEAWNG USED TO 11'-0' R'-0' RNDlO RESIST WINO PREMRES— a N tp S SC am a'C OfRL•1IIW.IM6D YBM'10N9 M,OD wx,wux wan xair svA N N> O.R-lENIR4eLY 0NNTm RTtrA vAxa� srvf 'Iw� Ox� r[m m r PAM! P fawn, wfu.nnE)S Prcnecc Pnn..>c c L% ae-007911MN1 ePAlm „S � '�ia 7/006 nt-ewA®P+u LIe p�FESs1F. 0Mp�' V .mq avw>.,e+.w.Smm�,.mn..m..µµ..oa om.muv.m.wa,nrb mo-.w�,s.rcn.,mme.uwe. NOTE,N.L HEADERS 011%M 110Mb AND D0011,a SHALL Ei:E-3c10 YV VZ'PLYMm.M rrCM UAH A1 . 1 SECOND FLOOR PLAN -9105 Sr- A METHOD CS-PF - PANEL CONSTRUCTION DETAIL V4*-!W NO!! (;1)UNAUTHORIZED ALTERATION O ADDITION R A ITION 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 RECONSIDERED 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 ADDIITIONAL 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 IIQOI NEW ROCK tel. 631.'72-7.2303 fax. 63I.727.0144 REVETMENT ESTIMATED QUANTITIES �T odmin@youngenglnee4- ring.com BEACH ROCK REVETMENT NOTE: LENGTH=209 LF THE EXCAVATION&FILL VOLUMES ARE ,'� 20 AREA=1,862 SF MEANT TO BE BALANCED AND NO EXCESS �' O�� . Nolyd W. Young, Land Surveyor 20 CY MATERIAL WILL LEAVE THE SITE. omas G. pert, Professional Engineer 19 ♦I 1 g VOLUME=624 Douglas E. Adams, Professional Engineer 18 ♦♦ 18 EXCAVATION PEVEGETATE AREAS ��� h Daniel A. Weaver, Land Surveyor 17 QIEACH)-- ♦ 17 AREA= 2,838 SF WITH AMERIGDAN BEACH GRASS ISTURBED BLUFF A // w �}� E 17 01 TOP STONES (2 TO 4 TON EACH) 1 ♦ 16 VOLUME=760 CY / �? 15 �I 1 ♦♦ 15 SAND BACK FILL / SITE DQATA O) FACE STONES (2 TO 4 TON EACH) ♦ 14 AREA=3,850 SF 14 �� ♦ 13 VOLUME=624 CY 1 p �BJ� \J� / BOG�� TOTAL AREA = 36,414 SF 12 13 SAND BAGKFILL ♦r 12 \�Bj *ZONING USE DISTRICT = R-40 Z 11 ; ♦ ;'/ 11 °J� / Q '�� // QCGJ D��p4 S * VERTICAL DATUM =NAVD(1988) 10 TOE OF SLOPE 10 (/)I �, LIMIT OF Q SUBDIVISION"MAP OF VISTA BLUFF"FILED IN THE SUFFOLK COUNTY CLERK'S 9 EXCAVATION 9 '� �y / %� 8 �r FINISHED GRADE , , '/, 8 �,i _ `� J�a / a i i O // OFFICE ON MARCH 15,1968 AS MAP NO.5060 z 4... 7 , O .7 >�}t"r'",,`'�:;,;�;`..:,�:. . :,.•tip.: ;,r,,' EXISTING GRADE V' * DEPTH TO GROUND WATER = 50 5 MONO 5 * NUMBER OF BEDROOMS(DESIGN EQUIVALENT) = 3 YY G 4 ,. \" _r • r P� i �� 'L % / % i1 MINIMUM REQUIRED I/A OWTS CAPACITY =400 GAL 2 ♦ �.• s ,<, ��Pa� tX �,� ��.// * PROVIDED I/A OWTS CAPACITY =600 GAL > \ a ........F-;; // %1 OFF * LEACHING SYSTEM REQUIRED =300 SFSWA 2 rrww V LIMIT OF� o FILTER FABRIC I �. / % / \ 0 EXCAVATION \ SOT. OF TOE STONE=-0.5 0 All EACHING SYSTEM PROVIDED =300 SFSWA -1 O \\ MLW=-2.0 -2- - - - - - - - - - - - - - - - - - SOT. BLANKET STONE=-2.0 -3 ,' ��1/ \ % / / /O // // \ \ \ \ \ \ \ THERE ARE NO IMPROVEMENTS PROPOSED IN AREAS WITH NATURAL SLOPES _3 ,' / i / / /.i/ ///// // / \ \ \ \ \ G 20%OR GREATER. 4 // -4 SAND BAGKFILL _ /a ` / / O i/ /� ///////\ \ \ \ \ \ \ \ \ \ *LIMIT OF DISTURBANCE FOR CONSTRUCTION OF RESIDENCE =5,100 SFSWA 5 x 6 _7 -7 �� ,y\,� �,'�J��l / r i' / b O / / / / // / / // \� \ \ \ \ LSO \ \\ GROSS FLOOR AREA =1,660 SF TOE STONES 15" OF BLANKET STONE .' �\VO����O��� / F -%i' Di // / // // / / / J� \\ \\ \ \ \ \ S \\ \\ Q 5 TO 5 TON EACH 10 TO 15 LB5. �' `J b� / / \ \ \ \ \ \\ .p LOT COVERAGE \& \ \ \ \ \ \ \ \ ROCK REVETMENT SECTION -,� �� tiP � �'� / / ///i i///// / / // //\ \ \ \ \ \ \ / /- / \ \ \ \ \ \ O PROPOSED L OQ P� �P / i! % / �, //// / // / / /� \ \ \ \ \ \ \ \ �L ro �Q FRAME HOUSE = 830 S.F. SWEET AIIR VENT GAP MFG BY TUF-TITS Q��P'S����� // Q�h�� i / / /%� //// ///// i j/ / / 4F \ \ \ •(0��P � G� `t �\ \ CBALCONY OVERED PATIO =92 S.F. (3' MIN FROM ANY DOOR OR WINDOW) ,Y Q- 0 �' %/ // / // // / / / / / / \ \ \ \ \ P•�J P �� �Q' ,O \ WOOD DECK OVER PATIO =76 S.F. 2 STORY (,V t� / J� / \ pQa l�F gS� �P� Z�) > \ TOTAL = 1,056 S.F. -2.9/o FRAME HOUSE 1 !� FLOW EQUALIZATION DEVICE 8 Z Q ON / �� �Q- i rC ' / / / / / (5 BEDROOMS) 119 xx 4" PVG ® (COLLECT SAMPLES HERE) 4" PVC HEAVY DUTY Q Dc0► / Oj L ! / /i / P \ \ \ 9 \ FFEL=62.0 2.00>90 MIN. I.00`Yo MIN. LOCKINGti0 Q-� i%' F� / / / / / / // \ \ Q a a\ p b\ \o \ \ �1oo\P P a \ \ \ HEALTH DEPARTMENT USE rT z RISERS � GONERS / / � O WITH SAFETY LIDS G` i MFG BY TUF-TITE (TYP) EL=60.0 // as) \� - / /// /i /// / j / //// / % I \ \ \ \ \ \ \0�\ \ \ \ \ \ \ \ \ \ \ p EL=5Q.8 RIM=59.0 %/ // PRECAST TOP SLAB IE=56.4 \ \ \ \ \ \ \ \ \\\\ \ \ \ \ \ \ \ \ \ LINE IE=56.0 IE=55.� IE=55.6 �� " ' /��° � - - - ice% // / / / / // // // �/ / h`' / \\ I •, v' '" _ `o\ \� \ \ \ \ \\ \\ \ \\ \\ \ \\ \ \\ �` CONNECT 2 TO 3 PVC VENT LINE TO VENT HOLE IN OWST PROVIDE GLEAN -_ // / / / // // // //b OUT AT FACE OF -- - _ - - -- - / / / / / / , BUILDING - - - _ - - �/ /i�i// / //// / //i i �62\ - -_- - - J/ / /// ,/ \ ,Sf°d :I t' `. a \ \ \ \ \ \ \ \ \ \ c� - - - / ''/ / // / // i �F 6,\. ,_.�,. • �o° ETiAI�N GyA/ALIr \ \1, \ O \ - �\'li`�a' ° DW 0o r 2\H17� AAX. \ b00 GAL. I/A OWT5 - - - / / 500 GAL. MIN. MDL. HK60o - - --_- / / /// �� PRETREATMENT TANK MFG. BY NORWECO = _ - / // �� HYDRAULIC, PROFILE _ /�/ '\ �" '`� " / l \� 4 J`� \ �°"�°c \ \ \ \ t � 50T=45.6 GRATE g, \\ c�gl�t • \� / 1 58 \��\JSA ryo � c \ \ \ EL=51.o ENGINEER'S CERTIFICATION \ s -/ LEACHING FIELD A ya2p� SANITARY LEACHING POOL G6 \ / \ 6� �y8- // O ) N (2) 8.50'x4.75'x2.00' DEEP GALLEYS "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL 300 SFSWA �0� X1, �6a ,yob /I.5. o o e'\ �I- h� I SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY /dry s/O/) C0� \\ 6F 62 a P>? h DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5 DY IIF TFIESOIL, 9�. •, A \ /b CO ° 62 ~' / / I SITE AND GROUNDWATER CONDITIONS,ALL FACILI S,AS PROPOSED„\ 59.0 'S75 / / CONTROL Lot 6 CONFORM TO THE SUFFOLK COUNTY DEPARTMENT. F"HEALTH-SERVICES`":\ 58.5 PANEL u u ; I; r">;•�, v6 q \ O), 1 / Subdivision - Vista Bluff CONSTRUCTION STANDARDS IN EFFECT AS OF IS BATE., 0/y VENT (Dwelling with Public Water) O icy, FUAJPE EXPANSION NOTE REMOTE VENT MUST HAVEAMINIMUMI REMOTE VENT WITH CARBON 4"DIAMETER EFFLUENT LINE E'hJ POOL WISH HEAVY DUTY GENERAL NOTES: LOCKING BASTING TO BE / �• f - DIAMETEROF2INCHEBANDMLIBTTEHhMINA1TEA FILTEADElACE ` `: ,,.._ •^ ` .�✓ a MINIMUM OF I$INCHES ABOVE GRADE,IFOOT ELECTRICAL (TI FNLTHROUGHTHEhKDROKINETIC� PrARTOF5Y5TEM ) r FROM PROPERTY LINES,AND 3 FEET FRXJMAANY PLANT FROMINILETINVERTTOOUTLET INSTALLATION AND PIPE o -. ; T .. ,•: '. '_' `` eONDurrs \ ;.` . ^:, / PROPOSED DRAII\IAGE CALCULATIONS HOWARD W.Y0` 11&14,N.Y.S.L.S.NO.45893n WINDOWS ORDOORWAY. INVERT IS FOUR INCHES INLETR&AMT CAPPED WITHIN POOL / 18TWELVEINCHEBBELXSWTANKTOP. = THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 :v: : ¢ / 4 SANITARY SYSTEM - DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 ® ON DEEPER INSTALLATIONS,RISERS � .�� "•� VOLUME REQUIRED(ROOF AREA 1) _ . r- ----� r---------i r----- ----i r ------� o 13 p�."d. PROPOSED '" +-,_ :. I 576 5F x 2/12 x 1.0 -96 CF I I I I I I I I a' L,4 MUST BE USED TO EXTEND CASTINGS TO GRADE. ` WATER r \ (�� s' I VOLUME PROVIDED SERVICE a I SURVEYOR'S CERTIFICATION 4"DIAMETER I I I I i i b a tI> ($ TMIK REINFORCED FERAp STD.818 ;' 1 8' DIA.x3' DEEP DRYWELL - 127 CF gMmgmsoriNn INLET LINE A I ✓r'�� I , --R--- ---+� { A �a''ro�g� ` - QS ALL ACCESS COVERS WEJGH IN E7XCES$ \ I HEREBY CERTIFY THAT THIS MAP WAS PREPARED UTILIZING BOUNDARY o I OF SEVENTY-FIVE POUNDS EACH TO / F 'O` ` \ ' r I ` -\ I I - - ;.0, n q VOLUME REQUIRED(ROOF AREA 2) AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR UNDER OUR DIRECTION." R APPROVED SEALANT I t ! I I I I I t PREVENT UNAUTHORIZED ACCESS. bti \ o ORSEALINGDEVICE I +._+/ I I `k+Lli' II ' +' H i j I I I I I I NOTE:SYSTEMS INSTALLED IN ` / �' / ..? 6'.'' °� 399 SF x 2/12 x 1.0 =67 CF TRAFFIC AREAS MUST UTILIZE (S CONTACT THE LOCAL,LICENSED �r HYDRGKINETIC`DISTRBUTOR FOR \ / I O F N E�v N REMOVABLE INSPECTION I = n I I I I I I I I I HEAVY DUTY UXXIIING CAST IRON p "• '' VOLUME PROVIDED g COVER - SYSTEMo p ELECTRK:ALREQUIREMENTS. / WMR I PROPOSED g5D Ax3' DEEP = 127CF ��Al W. }' �0 I t' I I I I I COVERS AND CASTINGS FOR ALL N ---J L--------J L-----------J L-------J �A�CE83 KGWEf o \ / wv ....�..._.�... ;<< -:•.�"= .�.' \ I STONEBLEND .S\P �, 41 O I I I I --- L------- i7 (� COLLECT EFFLUENT SAMPLES FROM n- coi SLAB,AS PREVIOUSLY APPROVED FLOW EQUALIZATION DEVICE INSTALLED \ / N 9 0 DRIVEWAY IN CLARIFIER _ 5 \ 'o VOLUME RE UIRED DRIVEWAY / o I BY SCDHS FOR H8.2D LOADING. / Q ( ) , SUBMERGEDTRANBFERPORT r' r GASKETED DISCHARGE J / ' 1,147 5F x 2/12 x 0.60 = 115 CF _ _ ;�`'s ' PRETREATMENT CHAMBER MAY BE / 62.0 \ Of (MAY ENTER ANOXIC CHAMBER THROUGH EM WALL FLANGE At38ElYBLY �Q \ 1 I r PLAN VIEW INCLUDED AS AN INTEGRAL COMPONENT y. \ / VOLUME PROVIDED OR ETTHER SIDE WALL) OVTLET GOUPUNfl TO OF THE TREAITMENT TANK E'//. / Q I t7 ;1'ffi ,s";_ O p 3 \ / USE NEW LEACHING FIELD'A' " " -� NOTE:SYSTEMS INSTALLED IN TRAFFIC AREAS MUST UTILIZE 5DO GALLON 4-DIAMETER EFFLUENT LINE �9 / 6G \ ,°� I (/-�1,V ' „ TRAFFIC-RATED PRETREATMENT TANK WITH O'THKZ TOP AND S1rYTHIf�SBOTTOMA �L;� \ \ acF ' (2)8.50'x4.75'x2.00' DEEP GALLEYS = 128CF 'V �� �- 61 45893 J� AS APPROVED UNDER SCDHS NS-010,AND TRAFFIC-RATED THREE CHAMBER FLOW EQUALIZATION DEVICE DETAIL AERATION CHAMBER RISER TREATMENT TANK WITH S'THICKTOP AND S-11r THICK BOTTOM AS APPROVED UNDQt PROJECT ENGINEER'S APPROVAL: �h. 'rl ' HO WA RD W.'YOUNG,N.� S L.S.NO. 93 CA$T1NG WITH UO SCOHS NS•011.ADDTTKINAL THICKNESS TO TANKTOP AND BOTTOM ADDED TO L 7 0 / \ I A N D I HEREBYCERTFYTHATTHI$ TEST HOL /� C MODEL A10OOR MODEL Al50 AIR PUMP OUTSIDE OF TANKSHOWTI. DRAWING HAS BEEN CHECKED AND IS FROM FILED MAP DANIEL A.WEAVER,N.Y. L.S.NO.5 71 (AWAY BE REMOTELY LOCATED) HIGH WATER ALARM FLOAT APPROVED E CONTRACT DOCUMENTS CASTING ASTI ANOXIC CHAMBER UD CLARIFICATION CHAMBER RISER GROUT OR SYNTHETIC SEAL DATE: 0.0 �/ \o I \\I -- CASTING WITH LID SANDY CLAY '60� I - SURVEY FOR PRETREATMENT CHAMBER NAME: (OL) / _ -�� \\ - - RISER CASTING WITH UD CONTRACTOR'S CER„FIGATION: 5.0 / P�\ \ \ _ - IC OLAS ALIANO FLOW EQUALIZATION DEVICE (SEE DETAIL) I �� _ - �- M�)HEREBY CERTIFY THIS A �� \ � � � _ _ DRAWING HAS BEEN CHECKED AND IS �j C1 with private Well) �I 11 SOLVENT WELD j-----j APPROVED FOR USE INCONFORMITY I / \`[ / well'ing Lot FJ Map of Vista Bluff 73; SAND 6 Q G / b/ (D I WITH THE CONTRACT DOCUMENT$. �/ Ea 1r .+. , LOAM ` \ ,/ / ,h at Cutchogue, Town of Southold DATE: (SP) / �j \ bo h� / rw` ��// \ Suffolk County, New York _ _ NAME: 20.0' METER N � _ = I 4 11 I CRITICAL DIMENSKXVS o IMY s . 1 f/i , P j SAND&GRAVEL ' y� INCOMING 5ERVIGE BUILDING PERMIT SURVEY / I ® r-r' ®I 0'-4111" / \ / // - 0 r•TI" IPA 4'•!r \ 20 AMP DEDICATED 83 Block 01 Lot 12 I, -- --- ®stir- z4.o' \ // / 1000 83 O1 11 / BREAKER CountyTax Ma District 1000 Section / 120V, 10 5ER`JIGE MAP PREPARED NOV.08,2023 III \\ i/ ® i'•3' ®3'•7lir s� / , �• Ili i \`� �/r I L01 r-r' CO r-1"T42'.4" / a> \\`l /r' i ® F-0" U r-1"TO r-4 TO NORWEGO CONTROL PANEL +; o ----�� -- -----A EU 4'-r M 1%1. MAIN #12-2 AWG WITH GND IN 5/4" PVC CONDUIT Record of Revisions PRETREATMENT CHMMER DIFFUSER BAR R _I U W-$. L SERV I GE NOTES PANEL REVISION DATE �� �•� LY, NORWEGO BUFFERS MAR.14,2024 TRANSFERTEE _ END VIEW ❑M W-3- z0 1.THE OWTS SHALL BE MODEL HK600 MANUFACTURED BY NORRWECO. MDL. 5DI03 GENERAL FEB.05,2025 AERATION CIA MBER RECIRCULATION PUMP GENERAL MAR.28 2025 ANOXIC CHAMBER CLARIFICATION CHAMBER NOS gYgTIIAg CERTIFlEO BY NSF TO N$FHWSI ue roo � GENERAL DUNE 04,2025 STANDARD 40 MUST INCLUDE MODEL A100 FOMM 2.THE DESIGN ENGINEER,NORWECO REPRESENTATIVE,AND SCDHS REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWTS #12-2, #12 GRD IN 5/4" CONDUIT MD(INGBAR S�ONA,A MODEL SD103 RECIRCULATION PUMP AIR PUMP. PATENM l4MfD#Q1gUe GENERAL JULY 01,2025 PMPM W"mLKQw�rW*� AND LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR 1T0 BAGKFILL. BP DATA DULY 23 2025 wm"ffma u��oa 1 GENERAL SEP.16,2025 SUBMERGED TRANSFER PORT AERATION NOTE:TOTAL EDCAPF7ACAPACM 1 GALLONS PER 3.THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIERECT SUPERVISION OF A NORWECO REPRESENTATIVE. CHAMBER TRANSFER PORT RATED CAPACIT`F SROlOOO GALLON$PER DAY Mnoav - ., GENERAL OCT.09 2025 - - - 'Pca.m� _ W 4.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT'BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE GROUND NORWEGO NORWEGO m SUBMITTED TO THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES(SCDHS)PRIOR TO APPROVAL OF THE I/A OWTS REGISTRATION BY CONTROL MDL. 206G 20 0 10 20 40 60 THE SCDHS IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. PANEL AERATOR I/A OWT5 MDL. HK600 MFG. BY NORWEGO 5.ARCHITECT TO VERIFY FINISHED FLOOR ELEVATION(S). Scale: 1�� = 2O' ELECTRICAL ONE-LINE DIAGRAM JOB NO. 2020-0021 DWG.2020-m021-bp6 1 OF 2 1 iUNAUTHORIZED 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 INDICATE () 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)6 CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. D 400 Ostrander Avenue, Riverhead, New York 11401 tel. 651.727.2505 fax. 651.'727.0144 odmin®youngenglneering.Com N ' Howard W. Young, Land Surveyor Thomas C. Wolpert, Professional Engineer 13 Douglas E. Adams, Professional Engineer �0 hp'1 / '�° Daniel A. Weaver, Land Surveyor 50 EXISiTING STONE PAVEMENT 2 EXISTING E�`P� GROUND S.� PAVEMENT ,' ��00 / / G0 \���"�/�;i r�`' . .c✓r:r.�r� 1`/.;ink g,r.?'"i;��F�zi�' � / z MOUNTABLE BERM FILTER CLOTH 2 (OPTIONAL) �,�' ✓ �� Pati�' // (�P�P-%' // \\ PROFILE �� i' ti�`P�o / OF; tK 50 MIN. ; i WA5HRACK ' / (OPTIONAL) , '10�/ / \ % / / / /j�% ///� 't L Z. #'N EXISTING i CODO ��-/ / / / // // / \ \ \ \ \ \ •O EXISTING PAVEMENT GROUND \' —`�' = -AcSGFZ.I~GATE - / Vti , 1 % �/ y/' / / / // / / / I \� \ \ \ \ \ ip \ \ O X Ir, i PLAN N— \/ 'S G e .. DRAINAGE TO SEDIMENT QQ-0 PQ (, c�� / <(� % / /-i / // O0 TRAPPING DEVICE �G Q- / O � ! i/ // / // // / / / / / / / \ \ \ \ \ �•�P.�tJ P �(Q" �Q \ SEE NOTE a y.1� IV ` ,1 / QQ ��C� / / // // // / / / / / / \ \ C� o 0 IV. Gv D� / F / / \ PQq�� yti� I � Zvi \ \ F 1 P \ \ p°) / Doi OG j% �� GON5TR)CTI ON NOTE5 ?/ / `L Q- /! /��O� / /j j//// / // / / / / / /° / / a\ I. STONE SIZE-USE 2" STONE,OR A RECYCLED CONCRETE EQUIVALENT. L� �( \ \ \ °� // /// / // /� �// / / / ? �� V'� \ \ 2. LENGTH NOT LE55 THAN 50 FEET(EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 /( O /% / // // // // / \ \ \ \ \ \ \(GQ C \ \ \ \ \ \ FOOT MINIMUM LENGTH WOULD APPLY). 5. THICKNESS-NOT LESS THAN b". // Q-0 �� / / / / / / / O 4. WIDTH- 12'MINIMUM BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR r-` O /// // // / / / / / / \ \ \ \ �o \ \ \ \ \ \ \ EGRESS OCCURS. / `,V�!,�� 1 / ci Ci 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 4 `� i / / / / �Q \ \ \ \ \ \ \ \ \ \ \ 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON5TRUGTION / V �' / // // / /Q� // / \ �� / / // �/ / ✓/, / \\ ICY' \ \ \ \ \ \ \ \ \\ \ \ \ \ \ CP \ \ ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL,A � ! / O // /// / / � / / F / / / 4.; ., MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. / / /// // // / / / / /' //•>/ / / / \ 'T. MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL // PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC R16HTS-OF-WAY.ALL SEDIMENT ✓ '/ // // / / / / / / \ \ \ \ \ \ \ \ �\ \ \ \ \ \ \ \ \ \ \ 5PILLED,DROPPED,WASHED,OR TRACKED ONTO PUBLIC RIGHT5-OF-WAY MUST BE REMOVED IMMEDIATELY. 8. PERIODIC INSPECTION AND MAINTENANCE SHALL BE PROVIDED EVERY SEVEN 0) CALENDAR DAYS. -e- / // / / / \ I \ \ \ \ \ ST�4B I L I ZED CONSTRUCT I ON ENTRANCE /// �eo NT5 / / / / / // i \PR\OFOSE2� LONG \ \ \ \ \ \ F �ETiUI ItZ\WALl / oeo�� `\�� �a I` . '. .`� 2�P �P�`° \ (2tH\& MAX 61 siLt yV 5 �6°\�0 y�4�m GRATE 1 \GHQ .c o so %58 0 \ \ \ ham` \ \ EL=51.0 ENGINEER'S CERTIFICATION WOVEN WIRE FENCE SG \ — �� / / `s6p�ry b J �� \ 1 LEACHING FIELD 'A' gomgaasoanl s 6p, \ "cF o \ \ �5a— / O 1 "' (2)8.50'x4.75'x2.00' DEEP GALLEYS �QIL ,`< �6\ ��' /Ip5 o CID co 5\ /ib° 6 FILTER CLOTH e�j� o� �)` \ 62 a aq ,�A \ j� //b 3 CO59.0 �O bZ/ CONTROL Lot 6 ' ` -!e o �A� s> \ �o / 58.5 / PANEL Subdivision - "Vista Bluff" UNDI5')TURBED DISTURBED \ \ l l I fle / (Dwelling GL ��. N> '� t VENT w th Water) 10 AREAS FLOW AREA 0� �c,, 3 :rb2i FUTfl1RE EXPANSION \ o e„ POOL W:RtH HEAVY J LOCKINL•G 9ASTING TO BE •,`, ,. ., / �...h��.'` � , � ; ,, � P/ART OF SYSTEM / 1 \ INSTALLATION AND PIPE e l ;` ` z HOWARD W.Y G,N.Y.S.L.S.NO.45893n SECTION " ' / PROPOSED DRAINAGE CALCULATIONSNO. CAPPEED WITHIN POOL r THOMAS C.WOLPERT,N.Y.S.P.E. 61483 SANITARY SYSTEM DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 WOVEN WIRE FENCE VOLUME REQUIRED(ROOF AREA 1) a `\ PRQPOSED � � - I STABILIZED 576 SF x 2/12 x 1.0 =96 CF 8.00 WATER r ��(� �a:..:` VOLUME PROVIDED SURVEYOR'S CERTIFICATION 56ERVICE 3 I CONSTRUCT)ON USE NEW DW#1: _ ENTRA�NGE 8' DIA.x3' DEEP DRYWELL = 127 CF "I HEREBY CERTIFY THAT THIS MAP WAS PREPAREDUTILIZING BOUNDARY AND TOPOGRAPHICAL SURVEYS MADE BY US AND/OR UNDER OUR DIRECTION." N \ VOLUME REQUIRED(ROOF AREA 2) FILTER CLOTH Zi o - ',a 399SFx2/12x1.0 -67CF F N O E VOLUME PROVIDED �'Y -."• WMR I I PROPOSED USE NEW DW#2 .�P [) N i::: :;. :•�. D RYWELL = - -:- wv STON BL P DRIVEWAYN i• 1 � ::: : :_: 3 `' VOLUME REQUIREDE DRIVEWAY „ _ / ; . ` I e2.0 J 1,147 5F x 2/12 x 0.60 = 115 CF ELEVATION • ����j\ \ / Q I VOLUME PROVIDED ; p USE NEW LEACHING FIELD'A' /'YYptI'1../(_. 2 ''°� (2)8.50'X4.75'x2.00' DEEP GALLEYS = 128 CF HOWARD W.YOUNG,N. 5 L.S.NO. 93 �P(cO L�Sg g 3 S��J� SILT r—ENGE @ DANIEL A.WEAVER,N.Y. . .5.N0.56771 A N D NT5 � */ \ I \ I SURVEY FOR _60, X �� \\ \i - _ - -_- - - NICHOLAS ALIANO -- - i welling with Private Well) Lot 5 "Map of Vista Bluff" `L at Cutchogue, Town of Southold /OP/ �� Suffolk County, New York °� / / r STORMWATER MANAGEMENT CONTROL PLAN 0 ,� \ / \ / / 1000 83 01 11 o \ / County Tax Map District 1000 Section 83 Block 01 Lot 12 MAP PREPARED NOV.08,2023 / Record of Revisions REVISION DATE — —� BUFFERS MAR.14,2024 GENERAL FEB.05,2025 GENERAL MAR. 28.2025 GENERAL JUNE 04 2025 GENERAL JULY 01,2025 / BP DATA JULY 23,2025 GENERAL SEP.16,2025 i GENERAL OCT.09,2025 0 m ' 20 0 10 20 40 60 r Scale: 1" = 20' a JOB NO.2020-0)021 DWG. 2020-002'1_bp6 2 OF 2