Loading...
HomeMy WebLinkAbout1000-115.-12-22 OFFICE LOCATION: �Ig S® MAILING ADDRESS: Town Hall Annex '` �® P.O. Box 1179 54375 State Route 25 1�if Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631765-1938 a LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: July 13, 2023 Re: LWRP Coastal Consistency Review for JOSEPH M. & JOANNE MASCIA SCTM# 1000-115-12-22 Thomas Wolpert, P.E. on behalf of JOSEPH M. & JOANNE MASCIA requests a Wetland Permit for the existing 1,183sq.ft. one-story dwelling with a 17sq.ft. roof-over side entry and 48sq.ft. rear landing and stairs; on the landward side of the dwelling, remove existing 29sq.ft. roof-over brick front entry and construct a proposed 440sq.ft. one-story addition with a loft, a 55sq.ft. covered front porch; abandon existing sewage disposal system and install a new A/I OWTS system landward of dwelling consisting of one (1) 450 gallon treatment unit, one (1) 4' diameter distribution manhole, and three (3) 8.5'Lx4'Wx4'E.D. leaching galleys; install gutters to leaders to two drywells to contain roof runoff; install a 379sq.ft. stone driveway; and for the existing 99sq.ft. shed to remain. Located: 1600 Deep Hole Drive, Mattituck. SCTM# 1000-115-12-22 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the LWRP. It is recommended that: 1. A vegetative non-turf buffer be established that captures the existing vegetation adjacent to Deep Hole Creek. The structure is located outside of a mapped flood zone. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney , Town of Southold RECEIVED LWRP CONSISTENCY ASSESSMENT FORM JUL 0 7 2023 Southold Town A. INSTRUCTIONS Planning Board I. 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). 3. 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 ih detail. listing both supporting and non- supportina facts. If an action cannot be certified as c nsistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the followin places: online at the Town of Southold's website (southoldtown.northfork.net), the Boar of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PRO OSED A TION SCTM# 115 - 12 _ 22 PROJECT NAME Joseph M. Mascia & Joanne scia The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑'� I. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval, license,certification: ❑ Nature and extent of action: Construct a 1 story building addition with a loft and covered porch to an existing 1 story frame house. Abandon existing sanitary system. Construct a new sewage disposal system (IAOWTS). Construct a new stoneblend driveway. f • Location of action: 1600 Deep Hole Road, Mattituck NY 11952 Site acreage: 10,986 sf of 0.25 acre Present land use: Residential Present zoning classification:Residential 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: Joseph M. Mascia & Joanne Mascia (b) Mailing address: 88 Stebbins Avenue, Eastchester NY 11709 (c) Telephone number: 914-497-2796 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes 0 No❑ If yes,which state or federal agency?NYSDEC -Tidal Wetland 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. aYes ❑ No ❑ Not Applicable Construct a 1 story building addition with a loft and covered porch to and existing 1 story frame house. Abandon existing sanitary system. Construct a new sewage disposal system (IAOWTS). Construct a new stoneblend driveway. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ❑✓ Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑✓ Yes ❑ No❑ Not Applicable Refer to Policyl response. 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 0 Yes ❑ No ❑ Not Applicable The proposed addition will be constructed to the required flood elevation, per FEMA. In addition, all proposed improvements are-located_no closer to the tidal wetland than the closest existing structure. 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 E]Not Applicable Refer to Policy 1 response. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes ❑No ❑ Not Applicable Refer to Policy 1 resonse. 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. F 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 21 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. nn Z Yell No❑ Not Applicable Refer to Policy 1 response. Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ✓❑Yes ❑ No ❑ Not Applicable Refer to Policy 1 response 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. Z Yes ❑ No❑ Not Applicable Refer to Policy 1 response. Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III —Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No Z 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 0 Not Applicable PREPARED BY Thomas C. Wolpert, P.E. TITLE Agent for Applicant DATE 05-01-2023 1 ^'1 Y�+c+-'r" �.fiy,'' ` .t Y Sp a�✓ r .�1 A l� i� ` 4 1 PHOTO NO. 1 JOSEPH M. MASCIA & JOANNE MASCIA 1600 DEEP HOLE DRIVE AT MATTITUCK, T/0 SOUTHOLD, NY MAY 3, 2023 2:08 PM .�►� '� 0 '4s� .61 ►:v ink .�s. 4 ,y` � • w'� l� '!�' 6�: °'fie �'3 `i a ��C•'« � 'ji6.... •�� „ - � � � �����.,�111Af 1, �,� � • ' �` JOSEPHPHOTO NO. 2 1 JOANNE MASCIA 1 DEEP HOLE DRIVE 1 MAY 3, 2023 i PM 'n M `,.,�11 � � �rlr.,� '� �.i � �„y � r � , �� 1�, F. �ti.'�h^ ♦��\'�•J� j..�,�' ,7 iJ� / 'Ja► "'+.i��_- '1u�. N .�b.+litarnl'a.A�l��� i i�� i 1 ,���� � sir � � �,. '� -� r � f- y - '��� _^•, - moi. �, r ��� �! ' l qui �• ��Tia �t'.Yr Yom, •• ',j � f1 (I ;.�1 Y"' '��j!! f '� •. �u.� r,.� �•::- 7 .r ,.,z � �� -"'� 4 "".- X mss,'*,�,� s� "�\ rt � J�'-�,{�, I •w�• � F'�,��' '�� .-.. It r, -cV t+'1� "' 1• .e '�7,w. :l,,,i.� "� e * .� r ,A� rry •� }� �'t �,' '1. A' Olt .�_ 3G1,.; ,P� -•��-vt k.. �' r`� '_�„ �-�,>� ++R� �:>It� u: R...,�-Y R A���ei �„y�y��r�..,� •`l� PHOTO • JOSEPHJOANNE • 11 DEEP HOLE DRIVE AT MATTITUCK, • SOUTHOLD, MAY 1 1 : ' -. t •.. .Yrs Y _ T��'"f+c �• A ' .t'7. -- # �� _ ,-7�r�,,411 I "� �• .��� _ \. • ��^��,•,�.�y , \ � '1 ,i reit 1 i Li I I I ti'Y"... =iy�,rl► � f ..�� . f �� •� _ 11�� if ,jM. - ��r/rfs�flw��rI4 ,f' - �1+. PHOTO • JOSEPH • • & JOANNE • • • 11 DEEP HOLE DRIVE AT • • SOUTHOLD, MAY 1 1 : ' �1 � � � iii�- �tir :.,.,� �� �' I�•e' y��`'= } - '�• \ 1 4�. 1 PHOTO • JOSEPHJOANNE • 11 DEEP HOLE DRIVE AT MATTITUCK, • SOUTHOLD, MAY 3, 20231 : PM p a i al i _ ,l. � -� ,�1' r/'1+1:a�+.11 ! 1 �i ,�{ �•�+ i pp 1', � ,I n 1 q.y9 �y � ;i �n r� :� .. y s` e�fes,• r �. '6`.� 11 A �`'�'�r r- .y- �_ �' .r: -trt �'� ,�-+✓`��fi .��vT+( .a.-' �#Y'y r rte..�lc�•. �+`wi+`�y .. los • 11 / ' • 1 ' � 1 1 : • R ME SEG W.IN � \� �,.'w^,"'' �„� .,.,,..M#•'....� " �' W v_3^!,e r••JCN yy t w uv "a Y J� w( �` i '% ` oil,."' 1�1•. �. S4 .+3:34. s ,'� ,0 6REEN�_ t a � 1 � ��., vsMw n>•w a za 1 ae zR d s-"..v--a.-`_.F ,.a � '� r,c..cra�ws",asv- ,r MP'[fST11�CK -.e ,30 0 . •. z. 1�2 ; sa�- y 'i°' a .a t, "Y% �H S-2 g m« .-s ,• 3 �: S - •e..a.a,...c.m ... � e su--�'"` .�•.", a1 .s-. a y. .- l {{ �am,.w° , � a .p • XS,...^ M"�+}- p yial y{`�{e w.6 -1"" f ��. <' _� e R � �7 • r ma° 11 a-- A y a roA•-oa , _ �S-....f YK...-. ` p� e 9 .R.� . e. a�. ..�. �. °"n-0 j�' 11. as ..- itD_.....r id +; A w>"i'"s:l ; ,•R1 .._. , �. _, i� �'.`. oo-,z� R s X25 ����',a ka ° �ti�a . V 5e��ti� l� 61 a ,$�• ,.�,, �� m u. azx-'a a' - 1N- a « •i 1 an i., ` > '•a S a 2y � .. �b {i auN., �8 s 4 a 1 p ,o'.e M w.... • ,a+d z ti y.' 1"i �..pb...i' _-,E-•1 `.� rr $ d yg.�• P,i , It It xY .� + t a - r af; '+ to _• �t ,� '`� ,' \ �.... = o„o 1eMr. �0,annw° 4,�i'� ..x• 1 y} r t 4, .. s i�'-a �'.-aa [ R `b'f s `« �t S �, ,^°' ,e a _�}n R.R'. 3 � y°e:e..�. nas-�u�;€•, _• �a s �,4`��, ` A r�;" t ,�•a� l 1 �. .. .. at a .,c S"Y 1 '': ` w �aaE ,m,,w�` u w •�� 1 b Y..R... a £�t a �:nwgan+"°!''i o Pit a .. A a :> i} aIaFAA1DDIU 4 Ne 'Y F h � �' - . � ��� t -� le fi 9 A�� M. � ; ,p� •---•_• yf�{ 'Rs A(•F two J0 y_ ,U lAMola T JZ lour a <' ! Je. '`:._J%.--R .A--__i •..s-. W tY•'".,a A 9 y E nl M, m -..,n.. g = rww of soulHlxo ta•pl c -ae. •-"m•' -ri ,� „� `s1 IRA w-.. -.me„s,e,..w; ....� .,L..S y n� -:.- •.v`° ':.- b s�. a � � ,„ ���a� � ��°a n.•' ♦ � - •l..,a i„ ,. �'���y��•�'7•••- r� ..$$, e � e. � as � .as A �" a'i E� CL l Ye w ��' C r,,.. ..y"•M;'•-..«-.. `sn of b >@ 90' - .8'...J $-�73--•l-�,,....r--• ..� t. {1t ?r �i ��y ';; 1aL 3 a 1�y y.�,�{ 3 R .. J, ' i R' 3 ., �.• iia. -a SUFFOLK c-..x•'t�y \ • ,� a u a a S �. R y a ,° raww'a`s + ,xy"`r Y 1d- 'e , Ja �• .'� � atR'._- a.-1`. a EEK' . ' :a r `.--a .. , +l ; eK aa� a„ z, „n'L ...�y +a am z•K l r : 11a� p,- f� t�i s - ,aw j� r� r e. ''zwn,.�,'� Jn� n,��', *?aa��, i 1�x� yg s�..��`• u.-! .. ���� 1 .ry +} a 1 Y -- �• laa° •e es y- .,s - S a a .0. x aD •: V 0e� A ,« �. � ., '.�.. , it. ..,; ,�..•*,l'�'a � i`�L7'"".d: e a _ S e eahi " ow...,, y, tn,.._ _._._..�� . ._. .. .n.;�, \_\.` as 1 • .ee i ,zaoaoozva ,a +f °R „ 1'g la$ M Isal pµd a$}"1i 1n as 1 c K,ti ♦ r ar x� u+a'we. • aaas e�i. .n.., a'a��`, a e+. x_tl{ a'z�..a^ y Aa �._� ...... g F ° G• ,..,&a a ai ��i ., Ia 01 i W �����i� a _. �" w _ ,�a�x''.,R"""'�w"p� '.wr,r` d rr as�� � t:'af,`r � �•1� ,�' � � :Ma t y+• w�° �'.aM`>J 1"'e-+Fx.R" i'.\t \ `�'� !�p Y .o °r'� "� r y, y' ! la� �11 �..+ E ,a ♦� Y eqi PCL SEE BELCN�O� i° ' �.�< � ,OA�'�I'.. �4 �f. * 1,�\i.•.,r� �: �. �,�11 i-�'.f.--,.+� �5�9,t� •11 x ��., 6TNc� � � sEE ser,.un '. '•t zao,.am., " a t 19i1f: 'kx; y\ '��a, ° � s.. KrJr �' 1 I � A L ,<oaoo, ., ��a aw i �� \�$ �l �1�'•4 t`°+ C. P' .a x x I a e � �,a 'a�[t r ti m \ 'F'"•• A SA h r' e{y�lr '9 J t A t a', ,m 11 91 } ,N •>cH wa �a ( i t �z; 1 fi' ))88ii _{ ,•" i # » a �w � A COUNTY OF SUFFOLK i9 TIQfICE E. ,..,.•� ,aee saax+no _ .•.•�w,a_- - . `2) hal Ripe >1 ti 1;.e y arxrterJ«.xleanax�as r y E - - - ,. —__ ,x a d v i•r W E o,s,aeun>wa •, n, �"• of aDDTDLD 116 '• a,ew e • • ,,:+, ,..n.. , a1.FfOLL CUMv,Aa YM6FOB,FD M -- ,wn_—_._— A � mnn wwrlaw"euva cs l,E R ,.•"•,• ._.-� -'-""""wn g aEn w,oln,r me BB,+cE.•a,<cr 1 '_'N_ ,s w,.�n (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 UNFS OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEATING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSID 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 IN'TITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WEDS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. HEALTH DEPARTMENT USE ;o,, 6 400 Ostrander Avenue, Riverhead, New York I1a01 �4 tel. 651.727.2303 fax. 651.'727.0144 MF �\ oP - _ _ _-- - - admin@youngengineering.com ' Howard W. Young, Land Surveyor �Qter) \ N Thomas G. Wolpert, Professional Engineer �TthPubl�c \ Douglas E. Adams, Professional Engineer \ 0 WP�1m9 cMF Robert G. Tost, Architect Robert 5tromski, Architect >> E SITE DATA / \ AREA = 10,986 SQ. FT. ' \ 4 * DATUM = NGVD 1988 \ o \ HIGHEST EXPECTED GROUND WATER ELEVATION = 1.0 NOTES \ \ S * NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =4 * MINIMUM REQUIRED IIA OWTS CAPACITY =440 GAL 1. THE OWT5 SHALL BE MODEL GEN-5 MANUFACTURED BY FUJIGLEAN USA. \ * PROVIDED I/A OWTS CAPACITY =500 GAL 2. THE DESIGN ENGINEER, FUJIGLEAN USA REPRESENTATIVE, AND 50DH5 \, \ / LEACHING SYSTEM REQUIRED = 300 SFSWA REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWTS AND LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. \ \ * LEACHING SYSTEM PROVIDED = 318 SFSWA 3. THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT SUPERVISION OF A FUJIGLEAN USA REPRESENTATIVE. 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE \ `� Q��D ✓ / ENGINEER'S CERTIFICATION MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO \ 12.15 \ THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (5GDH5) PRIOR A� 11.89 °""o """' TO APPROVAL OF THE I/A OWT5 REGISTRATION BY THE 5GDH5 IN ��\� of F' y "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL ACCORDANCE WITH ARTICLE IS OF THE SUFFOLK COUNTY SANITARY GORE. o�� ON,\ 0.1 �% O SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY �y o�1( Gp�((\ PROPOSED SANITARY SYSTEM oo QST '�ZG // DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5TUDYFN111 fE50IL, 5. ARCHITECT TO VERIFY FIN15HED FLOOR ELEVATION(5). (\o \� BLOWER SITE AND GROUNDWATER CONDITIONS,ALL FACILIT ES �( ?RdPa�ED,*� VENT �G2 �p - CONFORM TO THE SUFFOLK COUNTY DEPARTMENTf�'jF'HLA(.TH SER~i/ICES oe' col ecl s, °, ����" S rte, �\ Q CONSTRUCTION STANDARDS IN EFFECT AS OF THIS°p1ti':'r� ;," -�YIJ��� DRAINAGE DESIGN CRITERIA k�ror� \`G�O� CONTROL PANEL 1069 3 �\,i✓ DO (JO GALGULATION5 Pr Q\b '\o ��, Xth V = A R G 1 °P v..,, e 13.48 A AREA OF TRIBUTARY (S.F.) �9 ate'o 1, 3 �3 ✓�. �� �N R�r% �'. 3 \ \ a /I� 5� ,, •- '`;„lt , 1. 5P ti °P ✓ 0 10.64 c,. Q4G 13.15 \ N o*o R = RAINFALL (FT.) tSaL'ON�h�Pa Z \\o. TH �° " G = COEFFICIENT OF RUNOFF �`CPN° \S °F HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n LF #UIRED ✓4 9.46 ��r2°rls. y 10.79 o�q�� A� THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 FESSIC� ROOF = 1,605 SF X 2/12 X 1.0 =282 GF 9. 11.52 �3? 11.55 8'DIA. /42.2 L WITH -CAPACITY OF 42.24 GF/VF 29 FFL WATER SURVEYOR'S CERTIFICATION 282 GF/42.24 GF/VF = 3,7 YF REQUIRED G� Jy WATER8.4 \ s PROVIDED O�O���\1y CONC. v ���0 (r\°o 10.17 ✓° SERVICE \ �P�y m»adamnl--- USE(2)-S'DIA.X 4'DEEP DRYWELLS = 338 OF O Q �p•C- COVER �� AQP SSL°� QEF PROPOSED \ \ CL EJ ti �� ���tr 19 tib STONEBLEND WE HEREBY JOSEPH M. MASCIA Sc JOANNE D LANDWARD LIMIT OF TIDAL s CONC. yc° o0�a °' R DRIVEWAY \ \ MASCIA THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE N TEST HOLE WETLANDS AS DELINEATED BY ✓� r"sovER m o°� 0�`? PROPOSED 1 STORY CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE US ON 05/10/2022 ��� �, 7.234 3ti' 5.7 2 \ \ ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. N BY McDONALD GEOSERVICES RO �PtT� DW re° a. ADDITION WITH A LOFT \ DATE:03/25/2022 TIE LINE ALONG APPROXIMATE N L- HIGH WATER 03/012022 6.65 r_ EL=9.3 0.0' \`K ON \ ° DW PROPOSED COVERED \ / OF W j- $ DARK BROWN \ ,� ~ LF#1 FRONT PORCH \\ \ a YQ n� SANDYLOAM �✓ +7.10 e !� � N (OL) 1.0' \ CMF LP \ G610 P Q '�.'� ` NO3039'50"W 7.10 ,,.rl raj��` " NJ~` n BROWN SILTY ✓ \`� r� O ! �,`;1•a`yl SAND ' pF 1k0 e� 5Ld« O loxo (SM) 5.75 ,�• c °�� ko& ot`1 ^� 'YV � 1 `_ `` .. 3.0' 34 L ' AG •• c�5 G IPF 'Cetc PALE BROWN N82 1 n FS a C Gr ub� ✓ 4, 5 b 4 07 W �rcj HOWARD W.YOUNG,N.Y. . .S.No.4 93 FINE SAND o �� (SP) °° N61039'46"W �/ GW=0.6 B.7' Tka0-0 l��e ✓ \ I ) ;7 I•_� 14.50' j, ! o�C SURVEY FOR WATER IN PAL �10 BROWN FINES �04 /7 SAND (,.//� `LOOOBL ✓'/ a,�erl ! r , JOSEPH M. MASCIA & ✓r� ( ) JOANNE MASCIA �e\\Xr9�� ............._...� fY'1.1(L2 a_`r:�.t^= _.......__... E at Mattituck, Town of Southold 17.0' �° NOTES FOR / Suffolk County, New York ROUNDHIGHEST WATER ,- ABANDONMENT OF SANITARY STRUCTURES N GROUND WATER EL=1.0 / ABANDONMENT IN-PLACE BUILDING PERMIT SURVEY EXISTING SYSTEMS SHALL BE ABANDONED BY REMOVING ALL RESIDUAL SEWAGE LEGEND WASTES BY A LICENSED WASTE HAULER,REMOMIG THE TOP OF THE LOT COVERAGE STRUCTURE(S),BACKFILLING WITH SUITABLE SAND AND GRAVEL MATERIAL,AND County Tax Map District 1000 Section 115 Block 12 Lot 22 C3 o CE =CELLAR ENTRANCE PROPERLY COMPACTING. FIELD SURVEY COMPLETED MAR.01,2022 ° CH =CHIMNEY EXISTING ABANDONMENT BY REMOVAL MAP PREPARED MAR.02,2022 CMF =CONCRETE MONUMENT FOUND 1 STORY FRAME HOUSE = 1,183 SQ.FT. = 10.8% EXISTING SYSTEMS MAY ALSO BE ABANDONED BY REMOVING ALL RESIDUAL Record of Revisions CM5 =CONCRETE MONUMENT SET ROOF OVER =46 SQ.FT. =0.4% SEWAGE WASTES BY A LICENSED HAULER,REMOV':=NG THE ENTIRE STRUCTURE(S), C5W =CONCRETE SIDEWALK FRAME SHED =99 SQ.FT. =0.9/° BACKFILLING WITH SUITABLE SAND AND GRAVEL MATERIAL,AND PROPERLY REVISION DATE DI = DRAINAGE INLET COMPACTING. ADDED BUILDING PERMIT DATA MAY 11 2022 EOP =EDGE OF PAVEMENT LOT COVERAGE JULY 14 2022 IPF =IRON PIPE FOUND TOTAL= 1,328 SQ.FT. = 12.1% ABANDONMENT OF SEWER PIPING GENERAL AMENDMENTS JUNE 06 2023 OL =ON PROPERTY LINE THE ASSOCIATED SEWER PIPING SHALL BE CUT AND CAPPED AS A MEANS OF PVCF =PVC FENCE PROPOSED ABANDONMENT.THE DEPARTMENT SHOULD BE CONTACTED FOR FURTHER ABANDONMENT REQUIREMENTS,IF FUTURE CONSTRUCTION IS CONTEMPLATED RO =ROOF OVER i STORY FRAME HOUSE = 1,183 SQ.FT. =10.8% IN THE AREA OF THE ABANDONED SEPTIC SYSTEM. WIF = WIRE FENCE ROOF OVER =46 SQ.FT, =0.4% WDF =WOOD FENCE FRAME SHED =99 SQ.FT. =0.9% CERTIFICATION REQUIRED WSF =WOOD STAKE FOUND COVERED FRONT PORCH = 55 SQ.FT. =0.5% r THE ABANDONMENT OF EXISTING SEWAGE DISPOSAL SYSTEMS,EITHER o 30 0 15 30 60 90 W55 = WOOD STAKE SET 1 STORY ADDITION =440 SQ.FT. =4.0% IN-PLACE,OR BY REMOVAL,MUST BE CERTIFIED BY EITHER A LICENSED DESIGN =UTILITY POLE PROFESSIONAL OR LICENSED CONTRACTOR AS INDICATED BY THE DEPARTMENT a = FIRE HYDRANT ON THE PERMIT TO CONSTRUCT.FOR PROJECTS SERVED BY MUNICIPAL SEWER Scale: 1" = 30' =END OF DIRECTION/DISTANCE TOTAL= 1,823 SQ.FT. = 16.6% DISTRICTS,THE APPROPRIATE MUNICIPAL AGENCY WITH JURISDICTION SHOULD ALSO BE CONTACTED. JOB NO. 2022-0026 DWG. 2022_0026_bp 1 OF 2 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 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 IE 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 CERTIFICITIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM nELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS SWEET AIR VENT GAP MFG BY TUF-TITE (3' MIN FROM ANY DOOR OR WINDOW) 400 Ostrander Avenue, Riverhead, New York 11401 11' S' 13' tel. 631.727.2303 fax. 631.727.0144 I STORY 4" PVG ® 4" PVG ® 4" PVC ® admin@youngengineering.com FRAME HOUSE 2.00% MIN. 1.00% MIN. 1.00% MIN. `r (3 BEDROOMS) Olr ef Q� FFEL=11.52 RISERS 8 COVERS 1y ririri 1f� T WITH SAFETY LIDS LOCKING Z MFG BY TUF-TITE OR CASTING TO Howard W. Young, Land Surveyor 2 APPROVED EQUAL GRADE Thomas G. Wolpert, ProFesslonal Engineer °0 RIM=10.7 RIM=10.7 EL=11.5 Douglas E. Adams, Professlonal Engineer EL=10.7 Robert G. Tost, Architect POURED Robert Stromski, Architect CONCRETE GONG. COVER RONT5 ----j' INVERT 671 IE=8.17 T IE=7.78 CONNECT 3" PVC, VENT LINE IE=7.73 IE IE=7.50 HEALTH DEPARTMENT USE TO VENT HOLE IN OW5T Op GFi�1f PROVIDE GLEAN OUT AT IL FOR 4' GALLEY FACE OF BUILDING PONENTS 4' DIA. DISTRIBUTION MANHOLE (LGU AIR LINE TO BLOWER PROVIDE END GAP LEVELING DEVICE B0T=4.0 M12L#5L-4 MF6 BY TUF-TITE OR NOTES: APPROVED EQUAL FOR ALL 8'-6" DISTRIBUTION BOX OUTLET PIPES Z I. CONCRETE 4,000 P51 ® 28 DAYS 450 GAL. I/A OWTS TOTAL OF (3) LEACHING <`) " 2. REBAR TO BE ASTM A-615 GRADE MDL. GEN-5 MFG. BY FUJIGLEAN USA 67ALLEY5 (316 5FSWA) 9) 60 �* - 3. WELDED WIRE FABRIC A5TM A-185 HIGHEST EXPECTED GW EL=1.0 4. DE516NED FOE AASHTO HS-20 LOAD I N6 MONOLITHIC SLA AND WALL ARE HYDRAULIC PROFILE 7'-10" 6. THE SIDEWALL AREA SHALL BE 8'-6" EQUAL TO THE FULL EXTERNAL WALL 10" DIA. PIPE KNOCKOUT TOP VIEW HEIGHT OF THE PRECAST LEACHING iv (EACH 51DE) GALLEYS CD " I 1- c 1'-8" ®® gr=�l ®® ®® ®®® NOTE: ALL CONDUITS BETWEEN PANEL AND ®®®®�®® ®®® �� TREATMENT TANK MUST BE SEALED TO PREVENT ®®®®®®® ®®® 6A5 LEAKAGE INTO PANEL. ®®®®®®® ®®® ®®®®®EP® < ®® FOR AIM COMMUNICATION DEVICE, 1 1-4'-1"—I USE ALARM/CONTROL PANEL MDL#1045040 8'-6" - 4'-9" —I CONTROLLER "G" MPG BY 5-JE RHOMBUS 51DE VIEW LEACHING HOLE END VIEW ALARM/CONTROL (TYP) PANEL MDL#1041472 CONTROLLER "A" ENG I NEER'5 CERTIFICATION LEACHING GALLEY MPG BY 5JE RHOMBUS NT5 DO GNTROL 4' 4'" PRESS URE MOUNTED I HEREBY CERTIFY THAT THE WATER 5UPPLY(S) AND/OR SEAA&E N TREATED WOOD P05TS DISPOSAL 5Y5TEM(5) FOR THIS PROJECT WERE DE516NED BY ME o __ OR UNDER MY DIRECTION. BASED UPON A CAREFUL ROUGH o -1/2' VENTILATION PIPE CHAMBER Volume(gal) STUDY OF THE SOIL, SITE AND GROUNDWATER G (TIONS, AL SCUM BAFFLE B FACILITIES, AS PROPOSED, CONFORM TO THE FFOLKCOUNTY -l0 Qi Sedimentation Chamber 277 INSULATED DEPARTMENT OF HEALTH SERVICES CONS TION'STANDA S, i Q2 Anaerobic Filtration Chamber 278 Z ( AIR WEATHER EFFECT AS OF THIS DATE. �!�`: S -10 -04 Q Aerobic Contact Filtration Chamber 127 I BLOWERE515TANT RECIRCULATION (4� Storage Chamber 63 M BLOWER (( - 0 AIR LIFT PUMP © Disinfection Chamber 4 1 ENCLOSURE ,, _ ' N ISINFECTION Total Volume 749 (( n CYLINDER (OPTIONAL) (' .p. r t LU N © FIN. GRADE � �. ���� -• �il �v HOWARD W. YOUNG, N.Y.5. L.S. NO. 45843n " E i� 4' INLET PIP ' OUTLET PIPE SPECIFICATIONS ELECTRIC SUPPLY /J 14�3 �C THOMAS G. Y40L.PERT, N.Y.5. P.E. NO. 61483 A� 4 JA Anaerobic Media PP/ / Filling Rate 32% TO BLOWER DOUGLAS E. ADAMS, N.Y.5. P.E. NO. 80847 a'-0 ' © Board Type Aerobic Media PVC/PP/PE Filling Rate 16°/G '7TO FUJIGLEAN - Aerobic Media PP/PE Filling Rate 57% OWT5 SPLICE B0X Blower 2.8 efm AIR LINE TO EF LLIFT PUMP Tank FRP ELECTRICAL SUPPLY FUJIGLEAN OWT5 SURVEY FOR INLET BAFFL Q3 Piping PVC/PP/PE CONTROL PANEL 4 BLOWER p_ T Access Covers Plastic/Cast Iron JOSEPH 1u M• M/,SCIA CX Disinfectant(Optional) Chlorine Tablets SCALE: NTS JOANNE MASCIA RECIRCULATION PIPE LOW BAFFLE /2' AIR INTAKE FLOW OPENING (TYP, (CLEANING OPENING) B PLAN VIEW at Mattituck, Town of Southold E 4' MANHOLE Suffolk County, New York 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP ISINFECTION c+ CYLINDER (OPTIONAL) LOW OPENING METER BUILDING PERMIT SURVEY N 11-2' OARD TYPE INCOMING SERVICE CONTACT MEDIA County Tax Map District 1000 Section 115 Block 12 Lot 22 cr -= DEDICATED 15 AMP BREAKER FIELD SURVEY COMPLETED MAR.01,2022 © MAP PREPARED MAR.02,2022 0 a. I20V AG, 10, 60Hz, 15 AMP POWER SUPPLY Record of Revisions s'-s' © ® 5'-5' ECIRCULATION MAIN #12-2 AWG WITH GND IN I" PVC CONDUIT REVISION DATE ASSEMBLY SERVICE ADDED BUILDING PERIT DATA MAY 11,2022 4'-46' 4'-3 © 4'-2 PANEL LOT COVERAGE JULY 14.2022 ' OWTS WIRI D6I PER MFG. GENERAL AMENDMENTS JUNE 06,2023 O Q3 3 HARDWIRE EROBIC MEDIA B a ERATION ASSEMBLY 0 c 0 SECTION A-A VIEW SECTION B-B VIEW GROUND SJE RHOMBUS MACIOOR FUJIGLEAN CONTROL AIR BLOWER AERATOR Scale: N.T.S. PANEL JOB NO. 2022-0026 I/A OWTS MDL. GEN-5 MFG. BY FU.IICLEAN U5A ELECTRICAL ONE-LINE DIAGRAM DWG. 2022_0026_bp 2 OF 2