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HomeMy WebLinkAbout1000-123.-4-7 pF SOsJ����® 00UNTv,� MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: October 11, 2022 Re: LWRP Coastal Consistency Review for KORYN ESTRADA SCTM# 1000-123-4-7 DKR Shores, Inc. on behalf of KORYN ESTRADA requests a Wetland Permit to construct a 3,236sq.ft. second story addition onto existing permitted 4,184sq.ft. dwelling; construct a 137.40sq.ft. second floor balcony on seaward side; construct a 67.50sq.ft. second floor deck on seaward side; for the as-built 111 sq.ft. trellis on first floor seaward deck; existing 247sq.ft. wood walkway on landward side to be replaced in-kind; abandon existing sanitary system and install a new I/A OWTS system landward of dwelling. Located: 2350 Deep Hole Drive, Mattituck. SCTM# 1000-123-4-7 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 LWRP Policies and with the LWRP provided the following is considered to further policy 6. 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 SoutholdRECEIVED LWRP CONSISTENCY ASSESSMENT FORM FOCT 0 5 2022 A. INSTRUCTIONS Town Planning Board 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 Ycant beneficial:and:adverse effects on the coastal.area(which includes all of ftgold 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 co ' ons contained in the consistency review law. _Thus each answer must-be a lamed iw de ' listing both Moorting and Leon- suto Egn facts. If an action cannot be certified as consist t with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following pl : online at the Town of Southold's website(southoldtown.northfork.ne ,the Board of T s Office,the Planning Department,all local libraries and the Town Clerk's re. B. DESCRIPTION O.F SITE AND PROPOSE ACTIO scrmw PROJECT NAME ' t 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�encY(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: '$14 AM Survey Revisions Estrada-Singh Residence-dkrshorescorp@gmail.com-Gmail 's Himanshu butt �. � to Doug,me,Doris,Diana,David,2105;r';:. J (/� d ' Dear Agana- Please find below the updated project description as requested-Feel free to add/modify information as you see fit and let me know if you have any questions. • Proposed second floor residential addition 3236 SF over an existing 4184 SF residence located_ at[pending]f8et distance to tidal wetland boundary. Proposed second floor Balcony(Master Suite)137.40 SF located above the existing first floor Deck and located at a 38.5 feet distance to the tidal wetland boundary. Proposed second floor Deck(Study)67.50 SF located above the existing first floor living room and located at a 61.8 feet distance to the tidal wetland boundary. • Existing Trellis 111 SF located above the existing first floor Deck and located at a 60.5 feet distance to the tidal wetland boundary. Existing Wood Walkway 247 SF to be replaced in-kind after existing sanitary structures have been removed and abandoned. • Proposed sanitary system located at a 100-foot distance to the tidal wetland boundary. There shall be no increase to proposed lot coverage from existing lot coverage of 5681 SF. • There shall be no increase to proposed adjacent lot coverage from existing adjacent lot coverage of 5998 SF. H)monshu Dutt FOUY FIORE ARCHITECTURE 316 Cambridge Sheer Cambridge,MA 02141 617 547 8002 www.folyfipprexorn https:#mail.google.com/mail/u/0/#inbox/FMfcgzGgQSKNNmQktrxSwPFIBbNIMXw 1/1 Location of action: Ve Site acreage: _C1 a �am_ tPresent land use: S i 1 Present zoning classification: '20 , , 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:. kaL�10 ( &)rl ' E5 ( (b) Mailing address: sov--e-.- Cy0 . i (c) Telephone number:.Area Code (d) Application number,if any. Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes a No Q If yes,which state or federal agency?�_ � j / t+ + ) -k)6 164 . 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. R1 Yes E No Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria Yes E] No L# Not Applicable (I toc 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 additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No �—W Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of,Southold. See LMW Section III —Policies Pages 16 through 21 for evaluation criteria L-PLYes ❑ No ❑Nat Applicable rn Dir£ e_ -21 Attach additional sheets if necessary z' 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. F-I a a Yes No of Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No] Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. .Yes ❑ No ❑ Not Applicable r r 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. ❑ YeO No 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 `pi Not Applicable f Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies;Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. Yes ❑ No M Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑Yes No Not Applicable PREPARED BY TITLE. v DATE —'��P 4 t e. _rp r. l t vit k ,pyPW la t �.' �:� rte• - ,�,. �• ,: ,.�. �R 'ems _� ➢'°` °'*' ,SY r r , 1 tit i „30� I� 1111 r ,: F� 1_ t x r �^ Rpt f ;U 4'�� �- c } -t�'*p �a - aM•' cc' M.d +.Iti K,a n "� 1 r As,� i y t`A c N '3*ha �,.•. Kr`. 1 'rx j - s F t � +�, ♦� �,�• i y.^ �Y. Y � P `fit- k ' ��'� I � • - a 4ty', �V y. 1 �� �c%,�'' ! - � ` _-t ">� F if ,! �. 4' \+ f � � �� i�'� .�y. y„ .�� �s ��� ��,� iw � M1 �„ ty � `�'�' .. +� � ♦r �,A:�jo i•, 9� �. 1 r y � ,.�� ,�=� � , ��� �� '�. _ f � �. .._fi-- � r y �� �� ,;a;. p� 9� yyy �� � . .. �� Y � y � ' 4�� t 4{ P.`l't*Y 1•.~�ki!P R' 5+..>1"��"` y� %'�,� +, .y, iF'5 r ,x 4� a 1 S k ti '- AL iy lob -rZf voi- AY Ift .., vow a1r• �, w. _.a,,. YA LIL w\zw oo4w carom - sEE SEc No ns SEESEC No ne .\ eEE src NO ns tWi+o+am 6S3ee+ Nxe�\w'"MATCH - 1 - UNE °e xMTCH LINE M 21 x FOR PCL NO Q� pp p.txnie " °e+� SEE SEC NO .j1 1 8 •�" " ,�y g f y 6xaw Scam' 1 , . x oxi ° e T a E 14 DR. m-a►w FOR PCL No x x `"`•3 aWn }i+6.Ic1 +.Wq j rN SEE SEC NO aa.as°a TONN OF 21 x°a ax O �°y,o o Sj, CREEK .s ae a\ as v M1� axy ` tea! ai�_.® n,rQ. 83 6e • „ ` ,;r+, tom,,eN\°+ n S .Ya °y ��N. aM .Y., •2 y ° 11.2 p. sicl j1 Yi 'C gpY E•�2T /.�e# J° GREAT �GON a y� (2++' ""' O �'•' _ 'O1__ Nonce _ roi.,�, COUNTY OF SUFFOLK © E or wuaNOLn SECTION NO E . _ �,� _„__ Real Property Tax Service Agency r _ NAryCMxRNwM1�C.N1„w 123 P PROPEaIY MMP (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 EKISPNG STRUCTURES ARE FOR A SPECIFIC PIIRFOSE AND ARE NOT TO BE USED TO ESTA8USH 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 14STITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. N SITE DATA 400 Ostrander Avenue, Riverhead, New York I1a01 nn�lge�r, tel. 631.727.2505 fax. 631.121.0144 EXISTING LOT COVERAGE PROPOSED LOT COVERAGE AREA = 40,183 SQ. FT. ( admin@youngengineering.com * DATUM =NGVD 1988 (���'�j nt �01m� 2 STORY HOUSE&GARAGE =4,184 SQ.FT. 2 STORY HOUSE&GARAGE =4,184 SQ.FT. y° * DEPTH TO GROUNDWATER = 5 88 WOOD LANDING =10 SQ.FT. WOOD LANDING =10 SQ.FT. {� . WOOD DECK =1,064 SQ.FT. WOOD DECK = 1,064 SQ.FT. ` * NUMBER OF BEDROOMS(DESIGN EQUIVALENT) =8 Howard W. Young, Land Surveyor Thomas G. INGROUND POOL = 330 SQ.FT. INGROUND POOL = 330 SQ.FT. ` , Professional Engineer W ��'� .. Adams, Professional Engineer HOT TUB =77 SQ.FT. HOT TUB =77 SQ.FT. �: ) * MINIMUM REQUIRED I/A OWTS CAPACITY =880 GAL STORAGE SHED = 16 SQ.FT. STORAGE SHED = 16 SQ.FT. {� * PROVIDED I/A OWTS CAPACITY = 1000 GAL Robert G. Tast, Architect Robert 5trom5ki, Architect *TOTAL = 5,681 SQ.FT. *TOTAL = 5,681 SQ.FT. * LEACHING SYSTEM REQUIRED =550 SFSWA = 14.1% = 14.1% * LEACHING SYSTEM PROVIDED =583 SFSWA HEALTH DEPARTMENT USE EXISTING ADJACENT PROPOSED ADJACENT AREA LOT COVERAGE AREA LOT COVERAGE / ADJACENT AREA= 34,009 SQ.FT. ADJACENT AREA= 34,009 SQ.FT. / 2 STORY HOUSE&GARAGE =4,184 SQ.FT. 2 STORY HOUSE&GARAGE =4,184 SQ.FT. / WOOD LANDING = 10 SQ.FT. WOOD LANDING = 10 SQ,FT. WOOD DECK = 1,064 SQ.FT, WOOD DECK =1,064 SQ.FT. INGROUND POOL = 330 SQ.FT. INGROUND POOL =330 SQ.FT. \ '°Ub//cng,p, f HOT TUB =77 SQ.FT. HOT TUB =77 SQ.FT. STORAGE SHED = 16 SQ.FT. STORAGE SHED = 16 SQ.FT. \ WOOD WALK = 247 SQ.FT. WOOD WALK = 247 SQ.FT. / MASONRY WALK =70 SQ.FT. MASONRY WALK =70 SQ.FT. (Dwelling with ` *TOTAL = 5,998 SQ.FT. *TOTAL = 5,998 SQ.FT. PORTION OF Public Water) ` EXISTING WATER \ �1 = 17.6% =17.6% \ SERVICE TO - i (Dwelling with REMAIN �Erp';'- _ _ _ Public Water) CMF ?2�4' `mow cc HHOL p / S�FF0z NFyy ELEC7PC 8.5 W w� I'F�l(,F METER 8.70R-3 WASTING - -_ PORTION OF iT 3 O zO 0' TER MAIN r EXISTING WATER 2.1'sowTF 6.61 SERVICE TO BE 02040 +9.01 ENGINEER'S CERTIFICATION 2' �' 4�_54 a;�-_I,y EOP 583 \r� / REMOVED WSF 4 HEDGE -"� 8.76 NOTE v / PROPOSED J t WIF 60.7 PRF "I HEREBY CERTIFY THAT THE WATER 5UPPLY(5)AND/OR SEWAGE DISPOSAL SANITARY r- 6 18.31 �� OL 01„4�(-gJgllg / SYSTEM r�-1 LG ±LID\LP 1 WIF - - -_., _ -__- SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY 1.THE OWTS SHALL BE MODEL CEN-10 MANUFACTURED BY FUJICLEAN USA. / l�E� ,2 `dP) DO Day LPt 2.8's _ DIRECTION.BASED UPON A CAREFUL AND THOROUGH STIJDY,OF TFIE SOIL, / Ls �- �- � �� 0.5' SITE AND GROUNDWATER CONDITIONS,ALL FACILI'i�5,AS PPOPOSEDr �_ WIF FES v, L oal PRF CONFORM 70 THE SUFFOLK COUNTY DEPARTMENT HEALTH SERVICES ' 2.THE DESIGN ENGINEER,FUJICLEAN USA REPRESENTATIVE,AND SCDH5 1.6'E v to iN 0.7'E `0F I ;> L , 1� CONSTRUCTION STANDARDS IN EFFECT AS OF z5 DATE..,-, REPRESENTATIVES SHALL OBSERVE THE INSTALLATION OF THE OWTS AND 5' LG LG �, VENT EXISTING BBC PROPOSED t; %"•�` GENERATOR ON LG F a SANITARY WATER SERVICE LEACHING SYSTEM. APPROVAL FROM ALL THREE PRIOR TO BACKFILL. Ac Z 1 STRUCTURES TO CONC.PAD 257. UNITS a O o 1 REPLACE EXISTING WALKWAY,IN-KIND, d BE ABANDONED FOLLOWING REMOVAL AND/OR ABANDONMENT ' t `' 3.THE SYSTEM START UP WILL BE COMPLETED UNDER THE DIRECT `� o o� s.4� z�3, z H OF EXISTING SANITARY SYSTEMl SUPERVISION OF A FUJICLEAN USA REPRESENTATIVE. z a t-' _ s.64 1 5 N (247 SQ.FT.) N N S� d _ o DRIVEWAY JE:•� .v �'. 6 BLOWER N s. 6 PROPOSED SECOND FLOOR , 4.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n ti. - o Q O POOL 3 6.59 ADDITION WITHIN EXISTING 3 MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE `� a� EQUIPMENT C�niTnoL 26.7'7.00 THOMAS C. WOLPERT,N.Y.S.P.E.NO.61483 L h r ENCLOSURE o �, +LJJEL Q GFL BUILDING FOOTPRINT SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES(5CDH5)PRIOR TO O .. M 4.9' DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 9 APPROVAL OF THE I/A OWTS REGISTRATION BY THE SCDHS IN ACCORDANCE Z� y rnO ppi (3,236 SQ.FT) s WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. r zo �a.rte ,22.7 - 18.2 8.67 n �D clVi v 2' FL 10 p p .NySURVEYOR'S o TORAGE FRAME CERTIFICATIO .,..,�.v; s' k'IF HOU - o z ouu�1 g�nl i O SHE GAR e NO IT !.9, w PROJECT DESCRIPTION °6E 31.5' N *WE HEREBY CERTIFY TO KORI G. ESTRAD {T`a THIS (TRV. WAS PREPARED IN ACCORDANCE WITH THE CODE f P.R �.-��•C 1 OR f i7 PROPOSED 2nd pti•h w00D DECK+� EXISTING 0) �K'" �' of Proposed second floor residential addition 3,236 5F over an existing 4,184 5F STORY BALCONY 8� SECOND STORY SURVEYS ADOPTED BY THE NEW YORK STATE AS L& TION Q� ';T `•, P 9 + 22.9' 18.9' N �[ ^ o residence located 38.5 feet from the tidal wetland boundary. 31.7 (677 SQ.FT) PROFESSIONAL LAND SURVEYORS. r 0' C11 LANDWARD LIMIT OF TIDAL i 601 6.5' Proposed second floor Balcony Master Suite 137.40 SF located above the existing WETLAND AS DELINEATED BY ' 27.7' P Y( ) 9 o EXISTING p„ „i AGENA RIGDON-DKR SHORES INGROUND L 0 first floor Deck and located 41.7 feet from the tidal wetland boundary. HCT 2nd STORY o °� a �) `.. INC.ON 07/08/2022 TUB POOL WOOD 4- OT2 i DECK LL L .r ,. <v LL Proposed second floor Deck(Study)67.50 5F located above the existing first floor LANDWARD LIMIT OF NON-DISTURBANCE, "U 3 67 a O �C +x '15 S l;g 3 0,_J 3 livin room and located 61.8 feet from the tidal wetland boundary. NON-TURF BUFFER AS SCALED FROM SURVEY PROP9SED 2nd 3 HOWARD W.YOUNG,N.Y.S.L.S.NO.45893 "" �:v` g PREPARED BY NATHAN TAFT CORWIN III, & 4 5/YORY DECK !TRELLIS(117 SQ.FT.) Existing Trellis 117 5F located above the existing first floor Deck and located 60.1 LAST DATED TAN.27,2022 1k, �i ' ori d - feet from the tidal wetland boundary. +3.29 - 0 +3.35 SURVEY FORi•Existing Wood Walkway 247 5F to be replaced in-kind after existing sanitary i/ PRFstructures have been removed and/or abandoned. titihi 1q'E +4.69 p rY y rY• � KORI G. ESTRADA Pro osed sanita s stem located 101.9 feet from the tidal wetland bounda +4.96There shall be no increase to proposed lot coverage from existing lot coverage of 4/6o' 20'WIDE -�_ �Fv 5,6815F. �$9' /' NON-TTURFBUNON-DISTUPFERE at Mattituck, Town of Southold •There shall be no increase to proposed adjacent lot coverage from existing adjacent 66� i�/ -� TEST HOLE Suffolk County, New York Nlot coverage of 5,998 5F. �� ` -�\ �' t ^h BY McDONALD GEOSERVICES N 2 f o ` DATE:06/02/2022 s �QaEL=6.6 BUILDING PERMIT SURVEY N LEGEND ��. f, v) MIXED SAND A U_ LOAM County Tax Map District 1000 Section 123 Block 04 Lot 7 0 BBC = BELGIAN BLOCK CURB LL 3 0.5' JUNE 21,2022 g CH =CHIMNEY / WDF BROWNSILTYLTY MAP PREPARED FIELD SURVEYCOMPLETED JUNE 24,2022 a 3.8'E CMF =CONCRETE MONUMENT FOUND FIXED DOCK (SM) CM5 =CONCRETE MONUMENT SET FLOATING DOCK -/ GWEL=1.4 5.2' Record of Revisions CSW =CONCRETE SIDEWALK Wbp WATER IN DI = DRAINAGE INLETu z4'E BROWN SILTY REVISION DATE AN EOP =EDGE OF PAVEMENT s9 �� -_� SSM) GENERAL AM IRON PIPE FOUND , IPF ENDMENTS AUG.03.2022 c 29. F' 6.0' GENERAL AMENDMENTS AUG.05.2022 = OL =ON PROPERTY LINE 26�' A. 16J° 05 =OUTDOOR SHOWER O $6 80' s��;sna1lopJ008 PRF =POST&RAIL FENCE 41"� WATER IN PALE umol pioignog RO = ROOF OVER BROWN FINE EDGE OF GRASS WIF =WIRE FENCE C COINCIDENT WITH SAND WDF =WOOD FENCE �fi HIGH WATERMARK TIE LINE ALONG APPROX. (SP) d:J ti WSF =WOOD STAKE FOUND //�, HIGH WATER MARK f m LOCATED 06/21/2022 40 0 I q 3 'z0 40 120 W55 =WOOD STAKE SET ;L i =UTILITY POLE 13.0' i CC IL HIGHEST EXPECTED -c, • =END OF DIRECTION/DISTANCE -1 J I�L1 =WETLAND FLAG GROUND WATER EL=1.4 JOB NO. 2022-0113 DWG.2022_0113_bp 1 OF 2 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72D9 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 REUSED TO ESTABUSH PROPERTY UNES 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.CERTIFICATDNS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS SWEET AIR VENT GAP MFG BY TUF-TITS (3' MIN FROM ANY DOOR OR WINDOW) 400 Ostrander Avenue, Riverhead, New York I1a01 5' 5' 18' tel. 631.727.2303 fax. 631.727.0144 2 STORY 4" PVPVC 4" PVC admin@youngengineering.com FRAME HOUSE 2.009 (8 BEDROOMS) 0 MIN. 1.0095 MIN. 1.0095 MIN. r nt (�'1♦�` FFEL=8.67 4��R15ER5 a COVERS ynnryyy Y ♦ti� WITH SAFETY LIDS LOOKING z MFG BY TUF-TITS OR GA5TIN6 TO � PRECAST ' Howard W. Young, Land Surveyor APPROVED EQUAL GRADETOP SLAB Thomas G. Woipert, Professional Engineer �o Douglas E. Adams, Professional Engineer EL=8.1 RIM=8.0 RIM=8.0 OR DOME EL=7.4 FIN. GRADE Robert tr Tast, Architect GONG. COVER CORROSIVE Robert Somski, Architect __.__ 0 RES15TANT � -- ----AIRLINE----gyp IE=5.60 STRAP I N6 0\-5" VENT GEN-10 - HOLE IE=5.33 IE=5.28 IF-=5.15 OATS N OATS (NP OF 4) HEALTH DEPARTMENT USE CONNECT 3" PVC VENT LINE IE-5.50 4' B0T=3.4 EPDXY COATED TO VENT HOLE IN OWSEE DETAIL FOR 5T -T /-ANCHOR EYE BOLT �T OWT5 COMPONENTS 8'-6,� Z (TYP. OF 4) PROVIDE GLEAN OUT AT (� z HIGHEST EXPECTED FAGS OF BUILDING HI6HE5T EXPECTED GW EL=1.4 GW EL 1.4 AIR LINE TO BLOWER 50T=0.53 SANITARY LEACHING GALLEY 1,000 GAL. I/A OWT5 4' DIA. DISTRIBUTION BOX TOTAL OF (ll) GALLEYS 15"XI5"XcI' LONG MDL. GEN-10 MFG. BY FUJIGLEAN USA 583 5F5WA 15"X15"Xa' LONG CONCRETE BEAMS PROVIDE END GAP LEVELING DEVICE CONCRETE BEAMS MDL#5L-4 MFG BY TUF-TITS OR APPROVED EQUAL FOR ALL HYDRAULIC PROFILE DISTRIBUTION BOX OUTLET PIPES END 1/IEW DETAIL BUOYANCY CALCULATIONS IA OWTS ONE (1) OWTS MDL# GEN-5 MFG. BY FUJI GLEAN USA WEI6H5 1126 LBS., REPRE5ENTIN6 THE DOWNWARD FORGE FOR THE STRUCTURE. THE PROP05ED STRUCTURE WILL BE PARTIALLY SUBMERGED TO A DEPTH OF 1.0-7' (1.40 MINUS 0.33). THE VOLUME OF GROUNDWATER DISPLACED BY THE STRUCTURE V = AREA x SUBMERGED DEPTH (Q.25)(5.08)(I.O7) = 50.3 OF. THE WEIGHT OF THE WATER D15PLAGED BY THE PARTIALLY 5UBMERGED STRUCTURE W = 50.3 OF x 62.4 L65. PER OF = 3,13a LBS. APPLYING A SAFETY FACTOR OF 1.5, THE UPWARD FORGE (BUOYANCY) EXERTED ON THE PARTIALLY SUBMERGED STRUCTURE 15 3,13ci x 1.5 = 4,70ci L55. NOTE: ALL GONDUIT5 BETWEEN PANEL AND THE DOWNWARD FORGE OF X126 LB5. 15 LE55 THAN THE UPWARD FORGE (INCLUDING SAFETY FACTOR OF 1.5) OF 4,70cl LES. AND, TREATMENT TANK MUST BE SEALED TO PREVENT THEREFORE, AN ADDITIONAL 3,783 L55. OF DOWNWARD FORGE 15 NEEDED. GAS LEAKAGE INTO PANEL. USE (2) 15"xl5"x'1' LONG CONCRETE BEAMS = 28.0 GF FOR WIFI COMMUNICATION DEVICE; THE ADDITIONAL DOWNWARD FORGE PROVIDED = 28.0 OF x 150 LBS./CF = 4,200 L55. USE ALARM/CONTROL PANEL MDL#1045040 E CONTROLLER "G" MFG BY 5-JE RHOMBUS ENGINEER'S CERTIFICATION ,Ion";sem-Buy" ALARM/CONTROL "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL PANEL MDL#1041972 SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER-MY o DIRECTION.BASED UPON A CAREFUL AND THOROUGH 5T DY OF-THE; 50IL1-1 N -1/2' VENTILATION PIPE CHAMBER Volume(gal) CONTROLLER A *'U © MFG BY 5JE RHOMBUS SITE AND GROUNDWATER CONDITIONS,ALL FACILIT tS,(15 PROPOSED; ••\ j SCUMLBAFFLE Sedimentation Chamber 558 CONFORM TO THE SUFFOLK COUNTY DEPARTMENT,O„HEALTH SERVICES'�\•\,• Q2 Anaerobic Filtration Chamber 556 CONTROL PANEL MOUNTED g - --a- - p CONSTRUCTION STANDARDS IN EFFECT AS OF TH �S DATE.t. 3 Aerobic Contact Filtration Chamber 248 N 4"x4" PRESSURE Ni Q Storage Chamber 125 TREATED WOOD POSTS C4 Q Disinfection Chamber 11 % ® ECIRCULATION f 1 N ALR LIFT PUMP Total Volume 1,498 (y ISINFECTION CYLINDER (OPTIONAL) INSULATED a INLET PIPE © • OUTLET PIPE SPECIFICATIONS j AIR WEATHER HOWARD W.YOUNG,N.Y.S.L.S.NO,45893n I BLOWER E515TANT A Anaerobic Media PP/PF, Filling Rate 46% o THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 ! g m BLOWER \ s'-9 Board Type Aerobic Media PVC/PP/PE Filling Rate 17% ENCLOSURE DOUGLAS E.ADAMS,N.Y.S.P.E.NO.80897 Aerobic Media PP/PE Filling Rate 54% ® AIR LIFT TPUMP Blower 3.0 cfin ! FIN. GRADE INLET BAFFLE ® © Tank FRP ELECTRIC SUPPLY SURVEY FOR Piping PVC/PP/PE TO BLOWER © Access Covers Plastic/Cast Iron Disinfectant(Optional) Chlorine Tablets \TO FUJIGLEAN OWT5 SPLICE BOX KORI G. ESTR�IDA AIR LINE TO RECIRCULATION PIPE CCLEANINGILOW FLE OPENING) /2' AIR INTAKE LEGTRICAL SUPPLY FUJIGLEAN OWTS FLOW OPENING CTYP. B PLAN VIEW CONTROL PANEL 4 BLOWER at Mattituck, Town of Southold 4SCALE: NT5 6; Suffolk County, New York N N METER BUILDING PERMIT SURVEY 0 18' MANHOLE CTYP 18' MANHOLE CTYP 24' MANHOLE CTYP 4' MANHOLE INCOMING SERVICE ISINFECTION a' CYLINDER (OPTIONAL) LOW OPENING DEDICATED County Tax Map District 1000 Section 123 Block 04 Lot 7 C3 Aw" CARD 1- 1/-a. 1'-6' CONTACT YMEDIA 15 AMP BREAKER FIELD SURVEY COMPLETED JUNE 21,2022 a MAP PREPARED JUNE 24,2022 I20V AG, 10, 60HZ, 15 AMP POWER SUPPLY MAIN #12-2 AAG WITH GND IN I" PVC, CONDUIT Record of Revisions © ASSEMBLY TION SERVICE REVISION DATE PANEL ELEC. CONDUIT GENERAL AMENDMENTS AUG.03,2022 6•-s• OWT5 WIRING PER MFG. GENERAL AMENDMENTS AUG,05,2022 0 ----N r f% C I I I ff! 0 s'-2' O a'-ul�• © a'-111' HARDWIRE © © © ERGBIC MEDIA ERATION ASSEMBLY w 0 GROUND 5JE RHOMBUS MAGIOOR FUJIGLEAN GO CONTROL AIR BLOWER AERATOR SautholdTown SECTION A-A VIEW SECTION B-B VIEW PANEL ? .��l G', ' r(Isfces J a I/A OWT5 MDL. CEN-10 MFG. BY FUJI GLEAN U5A ELECTRICAL ONE-LINE DIAGRAM JOB NO. 2022-0113 DWG.2022_0113_bp 2 OF 2