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HomeMy WebLinkAbout1000-144.-3-40.1 OFFICE LOCATION: tQUp� MAILING ADDRESS: Town Hall Annex ® � P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) CA =c �• � Telephone: 631 765-1938 Southold, NY 11971 P 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 Interim LWRP Coordinator Date: October 6, 2025 Re: LWRP Coastal Consistency Review JOSEPH PATRICK VERMAELEN SCTM# 1000-144-3-40.1 The application referenced above is to clear trees'within 100' of a wetland (closest distance is 50'), to install a 240' x 10' stone blend driveway; to conduct construction . activity consisting of installation of an VA OWTS septic system, a 994 sq. ft. two-story dwelling with a 288 sq. ft covered porch, and a 64 sq. ft. deck with stairs. Located: 2020 Bay Avenue, Mattituck. SCTM# 1000-144-3-40.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposal is CONSISTENT with the LWRP policies with the following considerations. 1. The boundary of the area to remain natural and undisturbed should be staked and inspected for accuracy prior to clearing. 2. Require a silt fence be installed along that boundary. Page 11 3. Also consider requiring a split-rail fence be installed along the boundary of the .area to remain natural and undisturbed to clearly mark the location during construction, and prevent vehicles and materials from encroaching. These considerations will help ensure that the action will be consistent with Policy 6.1 A & B of the LWRP by protecting the buffer to the wetlands and thus avoiding the physical loss or degradation of the wetland, and helping to retain indigenous plants to maintain the ecological value of the wetland. Note the Town has an easement for drainage over this property, including in a portion of the area to be cleared. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Page 2 Town of Southold a LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt -minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will. be evaluated, as to its si ' cant beneficial and adverse effects.upon the coastal.area(which includes all..of:Southold Town). I If any question in Section C on this form is answered "yes" or"no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must,be explained in detail,,listing both supporting and non- supporting.facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken.. A copy of the LWRP is available in the following places: online at the Town of Southold,s website(southoldtown.northfork.net),the Board of Trustees Office,the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000 _144 - 3 40.1 �l PROJECT NAME Clearing vegetation/trees within 100ft of wetland for a driveway The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ✓❑ 1. 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: a Nature and extent of action: To clear the vegetation/trees to improve accessibility by expanding the pathway ark creating p,proposed driveway and construction related area within 100ft of the zv,�� . wetlands. ��i&s 1\�.-A I,e t7&Oo" VA ,� ` T`d C L e hz d4 2.6 Wd•-la A lSS Location of action: 2020 Bay Ave Mattituck NY 11952 Site acreage: 0.92 Acres Present land use: Vacant 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 Vermaelen (b) Mailing address: 389 Second Ave Bayport,.New York 11705 (c) Telephone number. 631-472 -2839 Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes W No El. If yes,which state or federal agency?NYS DEC-See Permit 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 LNVRP Section III—Policies; Page 2 for evaluation criteria. Yes 7 No ✓❑Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria 11 Yes 1:1 No F✓ 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 Attach addtional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary u. .w_ ._. ..,_. : 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 I v mot Applicable Auach&1ditional 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. 177 Yes ❑No ❑ Not Applicable A split rail fence will be installed to protect the wetlands as per NYS DEC permit. Attach additional sheets ifnecessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III —Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑.No❑✓ Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑Yes ❑ No Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies;Pages 38 through 46 for evaluation criteria. n ❑ YeEl No 0 Not Applicable 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 Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑Yes No 0✓ Not Applicable Attach additional sheets ifnecessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑Yes ❑ No 0 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. 0Yes ❑ No❑✓ Not Applicable PREPARED BY Joseph Vermaelen TITLE v�,r% DATE 09/01/25 9I30/25,3:09 PM 2020 Bay Ave-GOogle Maps Go.tgle Maps 2020 Bay Ave ^r Imagery C12025 Airbus,Maxar Technologies,Map data(^)2025 Google. 50 ft 2020 Bay Ave AAAMI 0 Q to% B •C Directions Save Nearby Send to Share phone 2020 Bay Ave, Mattituck, NY 11952 n •■• XFJ8+J7 Mattituck, New York Photos httns!]Am N.google.com/maps/place/2020+Bey+Ave,+Mattituck,+NY+119621040.9818187.-72.5345725.135m/date=lam111e3i4m6l3m5llsOx89e88eO... 1/2 t � 'n t .. ;r, F i +. r 4.:t+a^'� �f fin"- wr,-L.ij_° ✓"'"+yta, tat $yFt'lFIF " '� + = .✓^",1T>.reXl } �3 ' L�ai<►n WeS► 9 �1 �2� Av 1 Z �� ,� R.itY•�` ' :fir .,� � °� . � 4 JW 4.-? r -• • I �wT. .may I 1!+`•��.}.. �• ' "� .'y .a-- mow. *•* •�,. .1r» V ��,��� "3 T�'^;1 •'V + �:.,�, pia-, ,yam. +% *� � 's—. _ *'- \ Y:',,t tea' .l�"`•� � ��� +, '►� '•� ,,y- t L 1. i R rl, l y. �- i�• � i4i ,.��+7 vim,... v r w r - Aft n Xws Lob A o er oAmi aW AR 05 � "4 � � / t v A f J ,' ., � � .. :l , y'i', t.�'y• :, :Mom'• Look%,N S��}-�. ql� 12-5 TowAOL S -Pro 0 {'�.�AtAKti�t S 9: 12 A►v1 F — o, i -_ /;• •{� fi / C\\\ el l ,/�� e r '� /1 �// �.+Y�'/mil, � b`•K�..•� , /� / a q�`e �� ✓ se � '.e a � •0 ♦ V�/�'� �•��/�` � ��: 9 '1\y e' ,e l � 'Jiro' 'C , 'pM1�6�1kv �'•? 1, \ �` Ito a o- ��9 1 \.'may ,H ` ✓0 Fp �-XI �c pN,c PIZ— NTY LK N pfiF BJt,x,OF•N' UNAUTHORIZED OR DITION TO THIS SURVEY IS A VIOLATION OF CTION 72D9 OF THE NEW YORK ATE UCAMON LAW. 2)DISTANCES HEREON FROM TYLINES TO FOR A E AND MRE NOT TO BE USED I ERECTION OF OF THIS SURVEYMAP (1) NDICATED HEREON SHALL RUNN ONLY TO THE PERSON FOR NMOM THE SURVEY IS�PREPARED AND ON HIS BEHALF TO THE�TITLE COMPANY,(GOVERNMENTAL AGENCY AND LENDING INSTITUTION TION LISTED HEREON,D TOO 7'NE ASSEICNEES OF THE LENDING NSIINTRON CERTIFICATIONS ARE NOT TRµSFERA13LE TO ADDITIONAL INSTITUTIONS OR SUBSEWENT�SERS S THE LOCATIONNOT OF WELLS( THE LAND SURVEYOR'S PIKED SEAL OR EMBOSSED SAL SHALL NOT �DCONSIDERED TO BE A VALID TRUE TA IN (t)1,OT EI'm --- () (M),SEPTIC TANKS(Sn!CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVA710N5 AND OR DATA OBTAINED FROM OTHERS. DRAINAGE CALCULATIONS HEALTH DEPARTMENT USE NOTES VOLUME REQUIRED(ROOF AREA 1) 1. 635 SF x 2/12 x 1.0 =106 CIF400 Ostrander Avenue, Riverhead, New York I Ict01 F THE SHALL BE MODEL CEN-5 MANUFACTURED BY VOLUME PROVIDED tel. 651.727.2505 fax. 651.727.0144 UJICLEAN AN USA. USE NEW DW#1: 4 admin®youngengineering,com 2.THE DESIGN ENGINEER,FUJICLEAN USA {ormerll l 8' DIA.x3' DEEP DRYWELL =127 CIF 4 REPRESENTATIVE,AND SCDHS REPRESENTATIVES SHALL rkow or Sr pn� Snider, a �J OBSERVE THE INSTALLATION OF THE OWTS AND Gorge E• '-- I CMF VOLUME REQUIRED(ROOF AREA 2) LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO - �� 635 5F x 2/12 x 1.0 =106 CIF w W Hoard . Young, Land Svrveyor BACKFILL. - I VOLUME PROVIDED Thomas C. Wolpert, Professional Engineer USE NEW DW#2 Douglas E. Adams, Professional Engineer 3.THE SYSTEM START UP WILL BE COMPLETED UNDER THE i 8' DIA.x3' DEEP DRYWELL = 127 CIF Robert G. Tast, Architect DIRECT SUPERVISION OF A FUJICLEAN USA i REPRESENTATIVE. LOT COVERAGE Robert 5tromski, Architect 4.AN EXECUTED OPERATION AND MAINTENANCE BUILDABLE LAND AREA =35,606 SF CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPOSED PROPERTY OWNER MUST BE SUBMITTED TO THE SUFFOLK FRAME HOUSE =994 SF SITE DATA COUNTY DEPARTMENT OF HEALTH SERVICES(SCDHS)PRIOR TO APPROVAL OF THE I/A OWTS REGISTRATION BY THE erl`l i COVERED PORCHS =288 SF SCDHS IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK or{°rr e,\0 I DECK&STAIRS =64 SF AREA = 40,086 SQ. FT. COUNTY SANITARY CODE. r01 a M. incest TOTAL=1,346 SF=3.8% Anm � „Cr g * VERTICAL DATUM =NAVD(1988) 5.ARCHITECT TO VERIFY FINISHED FLOOR ELEVATIONS . �e�0ccb I GROSS FLOOR AREA (GFA) *SEE FLOOD INSURANCE RATE MAP PANEL NO.36103CO481 H LAST DATED ( ) i SEPT.25,2009. i $ MAXIMUM GFA(LOTS UP TO 40,000 SF) * ZONING USE DISTRICT = I M 4,350 SF+(5,606 SF x 0,075)=4,770 SF R 40 PROPOSED GFA=1,988 SF * WETLANDS AREA =4,480 SF 4"DIA. PERFORATED PIPE TEST HOLE i * BUILDABLE LAND AREA=40,086 SF-4,480 SF =35,606 SF PERMEABLE BACKFILL BYMcDONALDGEOSERVICEs NYSDEC ADJACENT AREA PROPOSED FILL 6EOTEXTILE DATE:02/24/2023 (lot area within 100' of wetlands) =200 CY CMF * DEPTH TO GROUNDWATER =2 FT 6E05YNTHETIG BARRIER EL=3.1 0.0' ' - ADJACENT AREA(AA)= 21,678 SF * NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =4 AGGREGATE BROWN SILTY � - �I I i NATURAL VEGETATION WITHIN AA=18,345 SF * MINIMUM REQUIRED I/A OWTS CAPACITY =440 GAL i ro U5ABLE 501L SAND(sM) NATURAL VEGETATION TO (1-60 MIN/INCH 1.5' PROVIDED I/A OWTS CAPACITY =500 GAL g REMAIN WITHIN AA=13,799 SF f '` *GRAVELLE55 ABSORBTION TRENCH REQUIRED USING PERCOLATION RATE) BROWN FDINE o PERCENT OF NATURAL VEGETATION TO TABLE it OF THE SCDHS STANDARDS FOR A 3 BEDROOM =46 LF (SP) 1 REMAIN WITHIN AA =75.2°/° o \ y�_ - - - „ GW EL 1.2 1.9' �°rmer i i DESIGN&1-5 min/in PERCOLATION RATE) E 6" --- 6" /" i row 51° of{en& *GRAVELLE55 ABSORBTION TRENCH PROVIDED =48 LF ,��/\ ,,.ac' •�'��;:�� ,�:���,. �= � tea;== y .s.4 r.ti :a y�;. •.�,, :�t.Y..„s.�::h �:_: "-�•i��` .- WATER IN 5he11 °' � BROWN FINE ENGINEERS CERTIFICATION SAND z 4'TO ADJACENT (SP) "I HEREBY CERTIFY THAT THE WA CMF TER SUPPLY(S)AND/OR SEWAGE DISPOSAL J' .. 1 TRENCH b /j\ SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER-MY DIRECTION.BASED UPON A CAREFUL AND THOROUGH TV Df THESt9IL, B.o' - ' SITE AND GROUNDWATER CONDITIONS,ALL FACIL ,AS EI20P75EQ, HIGHEST EXPECTED HIGHEST EXPECTED GROUND WATER - 5 CONFORM TO THE SUFFOLK COUNTY DEPARTMENT , IBC t SERVI:C S ON rn EL=2.5 BASED ON OFFICE RECORDS G D Ea, ADO $ CONSTRUCTION STANDARDS IN EFFECT AS OF r S"bA :' 4 USGS MONITORING WELL DATA LOO 5" :75-71��i `\/i v ' YX UNSUITABLE SAND SHALLB OUNDARy tOM�'OOID /, i BE REPLACED WITH SAND B SCALED F rn \ RATED AT 5P OR 5W 5 At`1G 1 •`' INSUR E LEACHING TRENCH SHALL or w\$ `�, 74 47, p1 f f SAND MEETING A5TM hoW rmce Nt 629a .�� i 3 BE EXCA\/TED DO►^lN TO SPECIFICATION 033 E•Ve mce�en ,�- wM. .. . . 9 SAND RATED AT 5P OR 5W Fx t�fdi Peter Morie V b1 a Watery 'd) ,� �,. NAGEsik5 _ TOUGLA E.:.,,.... .......-.� S A N.Y.S.YP.E.NO 0897 T p O N.Y.S.L S NO 45893n C?rf -.,...-..,...._ -• - OLPERTN.Y.S. - ' D DAM . ._..._.. 3 THOMAS C WPEN 61463 {� l .,.... � `Wing with o _. /�� RAT '' P`.� ( ,S 5 N 8 Gt?AYELE55 A850PPTION TRENCH 5EGTION w- _ J er1Y 1- - o MFG. BY ELJEN CORPORATION MDL#B43 5GALE: NT5 ,,,°' �}` '14A.09'W or{orm&%N' r - I i SURVEYOR'S CERTI OR APPROVED EQUAL Nip�PREA '' �, � �y V\o s Q•�er►�;hwofsl RCS 5.88+5.93� FICA TZ I�#` xl°�q'o A� '' f Lr $ ,U'� Rigrt°f Frcstpeets&N g (on r *WE HEREBY CERTIFY TO J D S E P H P. V E R s ZO PNC�E � 0 1 �o ii �ROadjs, O�� O SURVEY WAS PREPARED IN ACCORDANCE WITH C �� C \ cN l , 3.74 tv i o 15 A qq` .p ! Ph LAND SURVEYS ADOPTED BY THE NEW YORK STA AS (4t 'I� LQJF OG o / ZON _ 4.03 CS O % CT PROFESSIONAL LAND SURVEYORS. N 64N \\ OF // 9b' °��}QOre WSS R ND5 6.05 $ c ow EENs / 1 f 2 -'' 1' -' � 'C�: to 15 Db• �tsNw A ELAN ioz5 P� (� z LG j \. .1 EVE a/ W55 ��s > ¢ bb. NysFR Ry A5D ON021191 fT1 4 Cn r C) C CX t ~ ' 8 5 t. ` -1 g =� CMF .-1- 4- -� 'l5 y cs.i StEN WID S : Of. , f�' w' > f ,< d3X % KE VJE�' 3 \ ` 4S8 9 3 8' �.�� /< `� '�'f ;'/"y A �` _ _..� ✓ $ "L \ HOWARD W,YOUNG,N. . .L.S.NQ 5893 a EZ�/ ED g3.1 , a . j &�+ q N D S6.40 v ( ' 4 "� � \'. JOr Y �j� ya/' .` ?C.'✓: �/;'? ,"�f> kf r i\ / i WS Q \ Q�7" Ry 2.76+ .-� Op �'- ,��'nl" / = / "`tf r , >�. ��j �N 5.4 \ ^ F h/� ' !Y ;/, \ . 9 /z'� tJa \ /� a SURVEY FO O \ R �O �� ✓ 2 5 5 �'F J DB .•- - -•""" ^.. h k l / } /''"(�{ O GA �o r ° �,y;;� ,. �Y jh`4 t AREA VOL " �� O / -s 1 .22 \� r' NCN o '/,,''x/ ;„ NAN BE�5x3B 7- Q�w < c�C) t� \moo ✓ cN %�_`e � x . 4:4 k�/ �'J°`; VNDSSIU �/x ,.° ,{ y to w`i d s3 7. 0 JOSEPH P. VERMAELEN 6, 7� `✓ �Y, y\�`� ,' w� +7.29 \ at Mattituck Town of Southold v 1 \ pAN VE rt�o ti p wi. > ¢° i CMF \ pPOSED m o „�N / \ < �: ` /� VE�JAy S i PS o 0. /mow DRL 7.93 -o 4.17 � 2oAR o mo D`N ' `�; "" .," :,' k w sTONEs>ENo v , 7.74 \ G6i Suf folk County, New York o / °rimer\y\a M� ooM' �., i w w�RoepSED EAR\ pRTVE`N �MBER�R6 \ \\ // n°v�or 5°���° s �23 (�FIF �,20 �i� - . w/w 307 91 ` �, PP✓ BUILDING PERMIT SURVEY DEcy OF CLtiA VNp \ �A LEGEND �° ,. -' POND SASS N/w �s��� � CS 0 u"�RANT b RgA.1f.E ��g'C a \ \\ /� County Tax Map District 10017 section 144 Block 03 40.1 40.1 F \ ' FIELD a CLF =CHAIN LINK FENCE / �``a. i F o �'R 5��0 4D� EDS�NG DZS� �P� \ �� C '` MAP PREPARED COMPLETED SEPT.12,2022 CMF =CONCRETE MONUMENT FOUND i \o'� �� T o cn OODg�E,owx \ \ SEPT,13,2022 CMS =CONCRETE MONUMENT SET a' -- _ _ W CIEARIN CMF p0 \ Record of Revisions CSW =CONCRETE SIDEWALK or{ormerlyal;s �O a�P- fn CMF ak / \ REVISION EOP =EDGE OF PAVEMENT a O- 8.86 Bvs�°I n°W A•Q°o \ \ ° ADDED TEST HOLESP DATA DATE OL =ON PROPERTY LINE P p opt pRZAL Er1VE�� ACtiR tch°las s� ''�-' \ \ \ P = MAR.09 2023 RO =ROOF OVER G� U0�n \ pROQ05ED5 RVLCE N �DWe�,`Dg ��� GENERAL AMENDMENTS MA AY Ol 2024 RCS =REBAR&CAP SET X q o \ '/- b1icWater� \ ` WETLANDS OCT 04 2024 WIF WIRE FENCE s 3 pu \ WETLANDS OCT 15 2024 h \ WETLANDS&BP DATA WDF =WOOD FENCE 6 nG G�1 \ /�� DWe11in9Wtt MAR 17 2025 WSF =WOOD STAKE FOUND o °� 1 ( \ ADJACENT AREA MAY 15 2025 WSS =WOOD STAKE SET o cia., =UTILITY POLE • =END OF DIRECTION/DISTANCE \ g \ atet') 40 0 20 40 80 120 o =WETLAND FLAG&NUMBER - W a \/ Dwellitt9W ithPu b`(c\ ° = 40} ® =WELL ` JOB NO.2022-0155 Scale: 1 DWG.2022 0155_bpr2 1 OF 2 I (1)UNAUTHOR17ED ALTERATION OR ADDITION TO (4)CERTIFICATION INDICATED HEREON SHALL RN ONLY TO THE PERSONN FOR 6NOM THE SURVEIS SURVEY IS A VIOLATION YF SECTION 7209 OF THE NEW YORK STATE IS PREPARED AND ON HIS BEHALF TO THEETITLE COMPANY.UCATION LAW.tGOVERNMENNTTAL AGENCY D IENDINDS SHOWN HEREON FROM PW4STITUTION UERTY ISD HE TO REON(ANDSTRUCTURES TO THE ASSARE IGNEES OF LENDIN C INSTITUTION.CERTIFICM AND ARE NOTTO ATIONS TO ARENOTESTABLISH TRANSFERABLE TO ADDITIONALTY LINES OR�'N�TUTIONS ORCTION OF�SUBSEQUENT DNNERS n(5)THE LOCATIONIS SURVEY MAP NOT OF WELLSBEARING (W),SEPTIC TANKS(ST)81 CESSPOOLS(CP HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTINKED SEAL OR EMBOSSED SM SHALL NOT BE CONSIDERED TO BE A VAUD TRUE�D FROM OTHERS. 2 STORY 400 Ostrander Avenue, Riverhead, New York I1a01 FRAME HOUSE tel. 631.727.2303 Pax. 631.727.0144 (4 BEDROOMS) odmin®youngengineer4% ing.com FFEL=12.0 5WEET AIR VENT GAP MFG BY TUF-TITE FIBER6LAS5 LOCKING (3' MIN FROM ANY DOOR OR WINDOW) COVER 5005-RG d RISER MF`G BY POLYLOK RIrH=8.0 Howard PC Young, Land Surveyor 5' Thomas G. Wolpert, Professional Engineer 4" PVG 5' 10' 32'LONG TRENCH 3.0' Douglas E. Adams, Professional Engineer aD z PIPE ® R15ER5 3 COVERS 411 PVC 4" PVG PIPE • ` � .003b MIN. Daniel A. Weaver, Land Surveyor WITH SAFETY LIDS PIPE ® ® 1.00% MIN. MF6 BY TUF-TITS (TYP) 1.00% MIN. 6EOTEXTILE RIM=8.0 BARRIER ON 5 HEALTH DEPARTMENT USE CONNECT 3" PVG VENT LINE EL=6.6 SLOPE TO VENT HOLE IN OWST AIRLINE----gyp SAND IE=6.12 0\-5H VENT _ I k -TOP OF PIPE HOLE IE=5.85 IE=5.80 PROVIDE GLEAN IE=5.70 EL=5.63 IE=5.60 •''i��="'''=`-5`�Iv```'�'� =,}��a h=.;°•.. -�t• OUT AT FACE OF IE=6.02 SOT EL=4.5 BUILDING SEE DETAIL FOR 4P'DIA. PERFORATED PIPE 6EOSYNTHETIC N OATS COMPONENTS AGGREGATE HIGHEST EXPECTED 6W EL=2.5 -i' HIGHEST EXPECTED GW EL=2.5 B0T=1.62 2' DIA. POLYPROPYLENE 6RAVELE55 ABSORPTION 12"XI2"XcI' LONG D15MRIBUTION BOX TRENCH5 (6 5F) CONCRETE BEAM 500 GAL. I/A OWT5 MPS.BY POLYLOK TOTAL OF (2) = 62 LF (TYP. OF 2) MDL. GEN-5 MF6. BY FUJIGLEAN USA MDL#3017-0224 OR APPROVED EQUAL MFG.BY EL-EN CORPORATION PROVIDE END GAP LEVELING DEVICE MDL0543 OR APPROVED EQUAL MDL#5L-4 "FG BY TUF-TITS OR EU FOR ALL HYDRAULIC PROFILE A015TRIBUlTTIIO NOULET PIPES BUOYANCY CALCULATIONS SCALE: NT5 IA OWTS ONE (1) OWTS MDL# GEN-5 MF6. BY FUJI GLEAN USA M16H5 3117 LBS., REPRESENTING THE FIN. 6RjADE DOWNWARD FORGE FOR THE STRUCTURE. i i THE PROPOSED STRUCTURE WILL BE PARTIALLY 5UBMER6ED TO A DEPTH OF 0.88' (2.50 MINUS 1.62). CORROSIVE RESISTANT THE VOLUME OF GROUNDWATER DISPLACED BY THE STRUCTURE V = AREA x SUBMERGED GEN-5 �STRAPING (TYP. OF 2) DEPTH (-T AO)(4.02)(0.88) = 27.q OF. EPDXY COATED OATS THE M16HT OF THE WATER DISPLACED BY THE PARTIALLY SUBMERGED STRUCTURE W = ANCHOR EYE BOLT (TYP. OF 4) HIGHEST 27A OF x 62.4 LBS. PER OF = 1,741 L55. EXPECTED GW EL=2.5 APPLYING A SAFETY FACTOR OF 1.5, THE UPWARD FORGE (BUOYANCY) EXERTED ON THE NOTE: ALL CONDUITS BETWEEN PANEL AND PARTIALLY SUBMERGED 5TRUGTURE 15 1,741 x 1.5 = 2,612 L55. -' • TREATMENT TANK MUST BE SEALED TO PREVENT THE DOWNWARD FORGE OF 5017 1-155. 15 1 E55 THAN THE UPWARD FORGE (INCLUDIN6 GAS LEAKAGE INTO PANEL. . SAFETY FACTOR OF 1.5) OF 2012 L55. AND, THEREFORE, AN ADDITIONAL 2,215 L55. OF 12""XI2"XcI' LONG FOR WIFI COMMUNICATION DEVICE; DOWNWARD FORGE 15 NEEDED. CONCRETE BEAMS USE ALARM/CONTROL PANEL MDL#1045040 CONTROLLER "C" MFG BY SJE RHOMBUS ENGINEER'5 CERTIFICATION USE (2) 12"xl2"x9' LONG CONCRETE BEAMS = 18.0 OF END VIEW DETAIL- THE ADDITIONAL DOWNWARD FORGE PROVIDED = 18.0 OF x 150 L55JGF = 2,700 L55. SCALE: NT5 ALARM/CONTROL I HEREBY CERTIFY THAT THE WA7cR SUPPLY(S)AND/OR SEWAGE DISPOSAL PANEL MDL#1041972 SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY CONTROLLER "A" DIRECTION.BASED UPON A CAREFUL AND THOROUGH STUDY 0 L, MFG BY SJE RHOMBUS �-� CHAMBER Volume(gal) SITE AND GROUNDWATER CONDITIONS,ALL FACILITI AS PR OSED, N -1/2' VENTILATION PIPE SCUM BAFFLE B 277 CONFORM TO THE SUFFOLK COUNTY DEPARTMENT O ALTH SERVICES/ Q1 Sedimentation Chamber p ON 4" OL MOUNTED xPRE55URM ' E E CONSTRUCTION STANDARDS IN EFFECT AS OF THI DATE' •.,`3 ` � Anaerobic Filtration Chamber 278 -10 -� '-0 Q3 Aerobic Contact Filtration Chamber 127 TREATED WOOD POSTS O `. 5J ECIRCULATION ® Storage Chamber 63 N AIR LIFT PUMP N Q Disinfection Chamber 4 i ISINFECTION Total Volume 749 INSULATED ® CYLINDER (OPTIONAL) V AIR WEATHER BLOWER 515TANT n ;,-7/ '� ' OUTLET PIPE o HOWARD W.Y G,N.Y.S.L.S.NO.45893n 4' INLET PI SPECIFICATIONS ro BLOWER THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 4 A Anaerobic Media PP/PE Filling FRate 32"/o ENGL05URE ,- A ! DOUGLAS E.ADAMS,N.Y.S.P.E.N0.80897 4'-0 ' �: Board Type Aerobic Media PVC/PP/PE Filling Mate 16D/D © Aerobic Media PP/PE Filling FRatc 57"/o FIN. GRADE FFLUENT Blower 2.8 cfm ELECTRIC SUPPLY AIR LIFT PUMP Tank FRP TO BLOWER INLET BAFFLE3Piping PVC/PP/PE SURVEY FOR Q Access Covers Plastic/Cast Iron TO FUJIGLEAN OWTS SPLICE SOX Disinfectant(Optional) Chlorine Tablets AIR LINE TO 7 RECIRCULATION PIPE LOW BAFFLE /2' AIR INTAKE LEGTRIGAL SUPPLY FUJIGLEAN OWTS J05EPH P. VERMAELEN FLOW OPENING (TYP• (CLEANING OPENING) B CONTROL PANEL S BLOWER PLAN VIEW SCALE: NT5 at Mattituck,Town of Southold a ISINFECTION 4' MANHOLE 18' MANHOLE (TYP 18' MANHOLE (TYP 24' MANHOLE (TYP CYLINDER (OPTIONAL) Suffolk County, New York ( LOW OPENING -�{ METER BUILDING PERMIT SURVEY OARD TYPE INCOMING SERVICE o CONTACT MEDIA _ to- DEDICATED County Tax Map District 1000 Section 144 Block 03 40.1 40.1 IS AMP BREAKER FIELD SURVEY COMPLETED SEPT.12,2022 9 © MAP PREPARED SEPT.13,2022 n 120V AG, 10, 60HZ, 15 AMP POM-R SUPPLY ® MAIN F� #12-2 AW6 WITH &ND IN I" PVC CONDUIT Record of Revisions ASSEMBLY 5'-5' © ® 5'-5' LATION SERVICE REVISION DATE 4'-4 4_3 4'-2 PANEL ELEC. CONDUIT ADDED TEST HOLE MAR.09 2023 OWT5 WIRING PER MFG. BP DATA MAR.22 2024 GENERAL AMENDMENTS MAY 01 2024 0 ® HARDWIRE WETLANDS OCT.04 2024 EROBIC MEDIA WETLANDS OCT.15,2024 WETLANDS&BP DATA MAR.17 2025 ADJACENT AREA MAY 15 2025 ERATION ASSEMBL'_YLi-L-El a = SECTION A-A VIEW SECTION B-B VIEW 6ROUND 5JE RHOMBUS MAGIOOR FUJIGLEAN 40 0 20 40 80 120 CONTROL AIR BLOWER AERATOR o PANEL Scale: 1" = 40' a I/A OWT5 MDL. GEN-5 MFG. BY FUJIGLEAN USA ELECTRICAL ONE-LINE DIAGRAM JOB NO.2022-0155 DWG.2022_Q155_bpr2 2 OF 2 I