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HomeMy WebLinkAbout1000-123.-4-5.1 OFFICE LOCATION: ®f S® �® MAILING ADDRESS: Town Hall Annex �® P.O. Box 1179 54375 State Route 25 q Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 ® Telephone: 631 765-1938 C®U ,� a LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: October 15, 2022 Re: LWRP Coastal Consistency Review for CHRISTOPHER & ELIZABETH AUSTIN SCTM# 1000-123-4-5.1 Cole Environmental Services on behalf of CHRISTOPHER & ELIZABETH AUSTIN requests a Wetland Permit to demolish existing dwelling, shed, and accessory structures; construct a proposed two-story±39.5'x65' irregular shaped dwelling with ±30.6'x±22.5' attached garage; a ±15.8'x±7.7' front porch; a ±25'x±65' irregular shaped rear porch raised 4' above elevation with a 5'x22'9" roofed over open section with second-story balcony on east side, a 12'x18' roofed over open section with second-story balcony on west side; and a ±13'x±30' pool; pool and porch to be at elevation 9.5 with stairs from porch to be ±5'x±6' and have a pool safety gate; install a pool drywell for backwash, and pool equipment area; install A/C units; install a generator; install a Bilco door; existing septic to be abandoned in accordance with S.C.D.H.S. specifications; install a new I/A system in front yard; underground water and electric to be installed; install a propane tank; install two retaining walls (top of retaining walls to be ±8.2', bottom to be ±4.0'), on the east and west property lines with the west side yard retaining wall to be 103'2" in length and extends from the north-east, roadside of the property and ends 3'8" from the southwest corner of proposed dwelling, the wall then returns in towards the house with a length of 18'5"; the east side yard retaining wall is 92'2" in length and extends from the northeast, roadside of the property and ends 8'0" past the southeast corner of the proposed dwelling; the all then returns into the proposed 8'0" wide porch from east side yard property line with a length of 20'0"; approximately 592 cubic yards of fill will be brought in and used on the north, roadside of the property, within the boundaries of the proposed retaining wall; the proposed elevation of the street on the east side is 8', and on the west side is 9'; the property to be graded from the street to the retaining walls to be elevation ±8' and the grade of the rear yard (seaward of retaining walls) will remain as is; with the existing 10' wide non-turf buffer to remain. Located: 2200 Deep Hole Drive, Mattituck. SCTM# 1000-123-4-5.1 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 and the records available, I recommend that the proposal be CONSISTENT with LWRP Policies and with the LWRP provided the following is considered. 1. The parcel is located within the FEMA flood zone AE EL 6. The structure should be minimized, and setbacks maximized in hazard areas. 2. Where is the existing sanitary system and the new sanitary system located? 3. Minimize turf adjacent to the wetland. 4. Require that the non-turf buffer be vegetated with native vegetation 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 Southold 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 .toy -its si "ficart berief tial ane..adverse effects-upon lie,coastal area(v�ihicli.uielucles_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 in detail ,-i-list h -both,sunnortina.and'non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it:shO-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 ACTIONICIV E®_ SCTM# 12300 _- 0400 _ 005001 NOV ® 2022 PROJECT NAME AUSTIN HOUSE l—Southoll- -`Town 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 Q construction,planning activity,agency regulation,land transac 'on) (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: ❑X Nature and extent of action: PLEASE SEE ATTACHED SHEET. CHARLES M. THOMAS R.A., PLLC 206 LINCOLN STREET FRNnv E V f� �i RIVERHEAD, NY 1 1 901(51 6) 7❑2-351 9 COTH❑MAS63 @A❑L.0❑M " 2 2022 IDI NOVEMBER 2, 2022 d Town Board of Trustees oardo�Tmt Board of Trustees Town of Southold Re: Project Description (Austin) 2200 Deep Hole Drive, Mattituck, New York SCTN # 1000-123-04-5.1 The following is to act as clarifying information for the Austin Residence Wetland Permit application. The property is located at 2200 Deep Hole Drive, Mattituck, NY and the tax map number for the property is 1000-123-04-5.1. The proposed action for this property is to demolish the existing house that is located on the site, including the foundation. This is to be done to construct a new house with a new foundation of the dimensions previously disclosed in the initial application. There are to be two roofed over sections on the seaward side of the porch. On the seaward-east side of the porch there will be a 5'-0" by 22'-9" roofed over section. On the seaward-west side of the porch there will be a 12'-0" by 18'-0" roofed over section. Both roofed over sections are to be open to the elements with no enclosure via walls or screens and therefore, no windows either. The existing grade slopes down from the north-east, roadside of the property to the south-west, seaward side of the property. The west side of the property slopes from elevation 9.0' at the road to 4.2' at the midpoint of the property to 2.6' at the bulkhead. The east side of the property slopes from elevation 8.2' at the road to 5.0' at the midpoint of the property to 3.1' at the bulkhead. To allow for proper elevations for the proposed IA septic system, two retaining walls are proposed on the east and west property lines. The west side yard retaining wall is 103'-2" in length and extends from the north-east, roadside of the property and ends 3'-8" from the south-west corner of the house. The wall then returns into the house from the west side yard property line with a length of 18'-5". The east side yard retaining wall is 92'-2" in length and extends from the north-east, roadside of the property and ends 8'-0" past the south-east corner of the house. The wall then returns into the proposed 8'-0" wide porch from the east side yard property line with a length of 20'-0". Approximately 592 yards of fille will be brought in and used on the north, roadside of the property, within the boundaries of the proposed retaining wall. The existing grade will remain in the south, seaward side of the property, from the edge of the proposed retaining wall to the bulkhead. Due to this, no pool fencing will be required as the proposed pool and patio will be raised. Location of action: 2200 DEEP HOLE DRIVE, MATTITUCK, NY 11952 Site acreage: 0.4734 ACRES Present land use:- RESIDENTIAL Present zoning.classification: __ R40 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: COLE ENVIRONMENTAL SERVICES ON BEHALF OF CHRIS AUSTIN (b) Mailing address: 425 MONTAUK HIGHWAY, EAST QUOGUE, NY 11942 (c) Telephone number: Area Code( ) 631.369.9445 (d) Application number,if any: t-T Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes No❑ If yes,which state or federal agency? NYSDEC El 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. Q Yes ❑ No ❑ Not Applicable PROPOSED CONSTRUCTION IS ON PAR WITH OTHER DEVELOPMENTIN.THE TOWN. PROPOSED_ ACTIVITY AIMS... TO ENJOY AND APPRECIATE THE NATURAL BEAUTY OF THE CREEK. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LNW Section III—Policies Pages 3 through 6 for evaluation criteria E. Yes .❑ No 1'Av I 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 0 Yes ❑ No ❑ Not Applicable PROPOSED CONSTRUCTION INCLUDES BURYING ELECTRIC LINES. ALL EXISTING TREES ARE TO BE PRESERVED. 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 Yest! No ❑ Not Applicable "SITE IS TO BE DEVELOPED TO BE PROTECTED.AGAINST FUTURE EFFECTS OF CLIMATE CHANGE SUCH AS.HIGHF R TIDES, DEVELOPMENT IS WITHIN HOUSE LINE AND NOT EXTENDING FURTHER TOWARD WATER 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 0 Yes E No El Not Applicable AN I A SYSTEM IS TO BE INSTALLED, WHICH WILL REDUCE NITROGEN. ADDITIONALLY, DRY WELLS ARE TO BE INSTALLED TO CONTAIN RUNOFF. 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. A ❑ Yes No Not Applicable THE PROPOSED DEVELOPMENT DOES NOT EXTEND TO WATER. SILT FENCING IS TO BE INSTALLED TO PROTECT WATERBODY DU RI NG_CONSTRUCTION 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. Q„ Yes 0 No Q 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. EI-YesE] No 0 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. E. YesD 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. Q Yes Q No 0 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. 0.Yes E No 1fl 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. 0.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. 0 Yes 0 No L Not Applicable KATE RUMMEL,COLE ENVIRONMENTAL SERVICES PREPARED BY . TITLE AGENT DATE 09.28.22 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management Southold Town Trustees 54375Route 25 P.O. Box 1179 Southold, NY 1179 Re: LWRP Project Description Chris& Elizabeth Austin 2200 Deep Hole Drive Mattituck, NY 11952 Existing house to be removed replaced with proposed 2 story±39.5'x±65' irregular house with±15.8'x ±7.7'front porch, ±30.6' x±22.5' attached garage, and pervious driveway. ±25'x±65' irregular rear porch and ±13 x±30' pool to be installed. Pool to be±8' deep. Pool and porch to be elevation 9.5. Stairs from porch to be±5'x±6' and have pool safety gate. Pool to be connected to drywell as noted on plans. Existing house and shed to be removed. I/A system to be installed in front yard. Existing septic to be abandoned in accordance with SCDHS specifications. Water and electric to connect to house. Overhead electric to be removed for new underground electric. Propane tank to be in front yard and connect to proposed house. Note:front yard to be regraded to retaining walls, which are to be installed on both sides of house. Top of retaining walls to be±8.2', bottom to be±4.0' AC units and house generator to be located next to garage on west side of garage. Proposed bilco doors to be located on west side of house along with pool equipment. Bilco doors to lead to crawl space. Existing 10' non-turf buffer to remain. www.ColeEnvironmentalServices.com CERTIFIED TO:CHRISTOPHER AUSTIN SURVEY OF ELIZABETH AUSTIN FIRST AMERICAN TITLE INSURANCE COMPANY MORGAN STANLEY PRIVATE BANK DESCRIBED PROPERTY Y JOB NO.:2016-133 SITUA TE MAP NO.: �pF iVEly A T REVISIONS ���'¢e� W' H Y°�� MATTITUCK UPDATE&RECERTIFY �� TOWN OF SOUTHOLD ADD TOPO 1121122 R` SUFFOLK COUNTY, NEW YORK REV. WETLAND LABEL " r. * S.C.T.M.DIST.: 1000 SEC.: 123 BLK.:04 LOT. 5.1 FLAGGERS NAME 2/28/22 PLOT ADJOINING DWELLING LOCATIO S RE-LQABEL WETLAND LINE&BUFFER /28 C7 � No 0505 �-�0 10 5 0 10 20 30 40 50 60 70 SFO Sv�� SCALE 1"=20' DATE.ARPIL 15, 2016 LAND JEFFREY W. ER L.S. LOT AREA:20,620 SQ.FT. =.4734 ACRE NYS LIC.NO.:050538 ELEVATIONS HEREON REFER TO NA VD 1988 TwINFORKS Q EC B .9.®B)DtlAri6'GYRQHri1L.IpTTLYR HASDLt 188 W.MOMAINIEGMWAY.V"lu 11AAIPIONBAT$A'ETYYDEK1lm (V/6 -169-8i11-/FJ631-.i69-8313 ®a1PONnfaTkslAn mm LOPIES BONDS SURVEY UUMSEXOR A BOSSED TR SHAUNDTBE/G nIEIANTOBEAYORSUUrtOSEALOREhNDTEOSEALSNALL PUW ruG SEP 3 0 CONSmERED TOBEA VALID COPYAND SNALL NOiBE USEO fOAANYPURPOSE I 2022 DEEP D REPD E®R FAG�0. 14 01,1ERNlREgyS Kppik gOG Southold Town ON Bid of Tu MPtER res Ela, ( oP4E EDGE OF PAVEMENT WALL 0.r 00 Alw �� Z 0�' __ ' � ',l FN•,E 1r S o. ELEGTP POLE METE ® ( T sra� �8 ALL/ Y — 1 5 �, 11 � 2155.38' 1 3 , 0 I 1 `—' , SUFFOLK AVENUEo 0 W e 2 Fk�M�0 TQ NEW gw X11 1 �' °1' 3u 1l� W m X20 In o u VN + OR pE�� W 1 " , / 0 1 \ c N c� f G �' moa N. rtll LL 1FRpME 1 rg �°&STS DRf�A�N1 SHED 1 zoo + lb Q$ ao 0 7.�u) ccl)� 11 7.y j � a �) ao 3.5' m 11 o� ►u cn - C) O 57.4' m 11 3y ¢ <n 00 tY Z 1 N M LU 1 z^Z Z oQ13 V00 I- ( 13A 1 y ,_4--- ----� 11 s�EQs 35T lu U O 1 _ STORY 2Ff tAME NG � D#ELLl 7- 2140 cn o 6i �c-n � I 1 1 ,\ Ce) Po clis �� 1:31' M 1 / E U) \\�\ / / N°NtURFgUFFER ------ -- G.M °N. sm 'ucT mEsaNRGDEDArF g°RpER 11 °°p gU�KH�o i UNREDORD MENOTGUARAMFID .wI°00 UNIESSRIYSICALLYEVIDEMATTHE Y� �- nartofSURYEY. loG. •' TY..O F�gP� FROFERTYUKESAREFORASPMFiC 3 1 / DOC1\K, O G DEOro mTNRE - TE�By ww 1 / ti1g 5a1 \ \ 3 WAUS,N OFFENCES,RETAINING aus.Fools,Fanos.PLUMB 6 ' ANDAOTHICo �Rl�n" EL ` "+ pA y pS�SERvicEs°N,��R.• T/ 9G 1'43 E CR UNAUn OAUZED AL TERAnONORADOnON SE 77ON7 YOPM NEWYGN DF SEDnONT1o9 of TNENEWYORKSTATE 1WCO�EN\11R�Ny,0a02+ �oGg0'- Ts 59 EDUGiIONIAW. VAO ••\ CORES CF THIS SURVEY NOTSENUNG TNEIANDSURVEYDRS/NAFDSEALOR TDBE SEDSEALSHAl1 NOTES CONSI� TOBEAVAUDnREICATE .•' OER NLYTOTHE MQ'CATEDHEROTMWES UV ' D OMYiOTHEPEitSON,SI FOR wNON THEsuRVEY TITLE COWANY,m oN Ms eENAIF ro rNE nTueea�ANY,covERNNE1rta.acENevallo ANG wsnrunorvusTr�HEREon,ANo _ . TO ON CE I MCAnD S ARE ONTRN TO ADDi CERAL M A nONS ARE NOS TRANSFERABLE ro AoanoNu Irvsn Tunoxs OR su6sEnvENr owN�s or- E DT 1-14 6111111 •.ro .� .. ARCHITECT t( e I, •fit- N YEra ROD,PLR Y�' T Ufa'pr U � REVISIONS D E S C R I P T I O N 9'-0'RATE HEIGHT9'-0• ,~CHT> 7i ®• 024��� �I ,9 ,�,.••. 6f aF T.O.WINDOWS TO WI b / / b 9-6•PLATE HEIGHT 2072 2072 1 AX 7 4'-0•RATE HEIGHT zutD 7o7ta za1D �b 3052 EGRE°5 2'-D'RATEHEIGHT b b 5T4FmWG 4FY T.0.4WII1 RD(Xi PETAL ROOF PFR pIR T.O.SECOFd]RODH b I IEDRGI Q OYMFR METAL RINE PER 10'-0'PLATE HEIGHT 30510 30510rm DEI BELT 90A1✓0 TEMP TEMP T.O.WINDOWS b 2072 2072 1 1 1 bb 24510 21510 W U FU T.0. %fr Z > a� LJ W _ o O ° W � (� o w FRONT ELEVATION 0 U J = Z 1 SCALE: 1/4"= 1'-0" W NO Z o U LL '— o I- U) N �/J N Q 203E 9'-0"PLATE HEIGHT T.O.1NNOOWS _ RATE HEIGHT 2,310 D 771 .1ECEIVE �by 2852 2&52 2B52 .22 2&5522 2 3042 3052 30.52 b E LQ SECOND Fl.OQt _ N 0 V - 2 2022 Charles M. Thomas 10'-0'PLATE HEIGHT 800bl-Ft a r c h i t e c t T.p.xvNDDws Southold Town 677 dNPo lox �m,, NY 11947 (631)777-7993 Board of TrusteesSMR QED b b 3a51D T.O.FIRST FLOOR L—jFRONT & REAR ELEVATIONS iP?IS0109 LN16Y I im 6IETAt00 WL 6Y PROPOSED POOL rak MTD 17/01/22 fAREC!Xc " lgA1R10[rt. dT w.a a sc6c- REAR D.s� � UE 6 RRO30 i0S 1 REAR ELEVATION Ax�001 00 2 SCALE: 1/4"= 1'-0" 1HE$DRAMNGS ANO ACCOMPANYING SPECRCATIONS,AS OISTRUYFHIS OF SERVICE ARE THE DMSVE PROPERTY OF THE ARDWCT AND THEIR USE AND PUBLICATION SHALL RE R6R8CTED TO THE ORIGINAL SITE FOR MUCH THEY METE PREPARED.REUSE REPRODUCTION DR PUBUCA71ON BY ANY METHOD,IN MOLE OR W PART.IS PROHIBITED EXCEPT BY M ITEN PEWOSBICR FROM THE AR(HTECf.TITLE TO THESE PLANS SHALL REMAIN M17H THE ARCRTEGT.VISUAL CONTACT MTH THE4 SHALL CONSTITUTE PUMA FADE EVIDENCE OF AG?PTANCE OF THESE RESMCTICNS. gE 1 t' NsL� %A�e P4 ARCHITECT A t A. Gds F R4NbIONS DES CR I P T 10N J �Or �� 3018 30310 303L0 3042 3042 EGRESS fiORE59 34'wGIl NAND RAE PER NYS CODE LFDM 9DWc TO SE CEDAR-G ro BE S LEC7ED eT ocean mECTm BY wumt CEDAR SDND ro DE C OPEN SEIECIEO EE I,DAE.1A POR LL Rm LH� X510 30510 y'wc1 RAND RA6 PEA NYS LLOE ]!' Ui NIDI NANO RAL PEA NYS CDDE E55 EfFE4 UWY 01AaL D. OZ > ff WW � � _ WALL�RETA.BNC� Q Q _______________________________ wE v Dams I ___--_L_--___ -----------. .may 60-0I FL t'-C W �PROPOSED MIND ALON.THE SIDE YAR. I I � � O W (103'-2-)ONT PROPERTY LINE 0 W e SIDE ELEVATION D 3 SCALE: 1/4•= 1'-0• W U N 0 V - 2 2022 0 z Q o [- Southold Town !A N Q TO— Board of Trustees V N (SOAR RDDF SHPIDES oEraA ®AR Ras swxaEs ro DE s.EnED ar DRraR ®AR RDDi sENVEs Q ro EE EEEECIFD NW DMTaA W-0•PLATE MCHT ®® T.O.WINDOWS FTA I b �'�ROOF Swn¢FS V-6•PLATE HEIGHT b b sa�wa xArm RAIL Pm Nn cTOE 2812 2448 2440 m ff sEECIED Ln DEertA Y ®AR s.Nc ro ff sDEDAD er DAxrn T.O.sxO FLOOR AR smut TORE �ECWD DY OEfaIT 17-0•PULE HEIGHT Charles M. Thomas .:m. T.O.WINDOWS a r c h i t e c t `/coo PO BOX BR JANETORT, NY 11947 (631)7Z7-7993 P RCH FOR 2418 � ®� 1= § § vROECY 30512 3D•NIDI NAND RAR PEN NK=EEGRESS ®� —.12.1"T FLOOR �D.Y� E., PROPOSED SIDE ELEVATIONS NEW 16080 O.H.DOOR BY•CIOPLAY AS SELECTED PER OWNER _ __- PROPOSED POOL I PRu®Gff ��PROPOSED RETNtdNG WALL ---------------- -------------- _____� wEVDS1A0 — ___ ��________�_ ------______ _ GYe 11/01/12 DcdE..(d I EXTEND A NG HIND WALL RD PRDFDf xo IBE 0i pRYygD ppy T OTHE ALONG THE ERT YARD py eY UT I T.THE FRONT PROPERTY ME 1 REAR ELEVATION 1 L J A�00 00 4 SCALE: 1/4•= i'-0" THESE CRAVINGS AND ACCOMPANYING SPMF7 CATIONS AS NSPRLO0H15 OF SEIRIAM ARE THE EXCLDSPIE PROPERTY OF THE ARCHNECT AND THEIR USE AND PLIMCATION SAIL BE RESTRICTED TO THE ORIGINAL SIE FOR WHICH THEY WERE PREPARED.REUSE.REPRODUCTION OR PUBUCATION BY ANY METHOD,N WHOLE OR N PART.IS PROMBITED EXCEPT BY WWTIEH PEIUS90N FROM THE ARCMDECT.7171E TO BEE PLANS SHALL REMAIN VAN THE ARCIMCLMMAL CONTACT WN THEM SHALL CONSTITM PRNA FACE EVIDENCE OF ACCEPTANCE OF n(BE FUTRICRONS AV-0 Cool 13' 0' Y x3 cl A-At q- r: I ��•% , •u' f� REVISIONS D E S C R I P T I ON E A�1 C Sj1- PORCHSII / COVERED •I BLUESTONE ��- PORCH BWESTONE FMC 12080-4 22•-Er B.O. - RETAINING WALL 4.0' B.O. = RETAINING WALL 4.0' ' FMC 120aD-4 KF L-J NOOK T.O. RETAINING WALL 8.2' T.O. = RETAINING WALL 8.2' h 22'-9• � I J L r I W 5 C01�/-/' Cp1ERED [hININ� FMC 8080 SHOWER i i I r p J �/ W Y �j J •i ZW 1 0 JF_,L I I O z > LL O ct W 30 BEDROOM ( LAJ U) 0 W xm h a� 0 \/UJ J O z LL W Y 17-0• '-4 4'-B' 2'D- 1Y-10• tEE B.A '-O• RT. O I,.1 E- IETTW a NOOtS g,-2- 5'-0�• Z Q bB1 b b AIR 11-1—S ETC. O -e fie° fie° MUD ROOM t ATHROOM t 0 RDOPEN Ftlg1 N CLOSET ABD ? I s 'I D CLL V J N LAUNDRY COVERED yob E FEE FRONT PORCH [D BLUESTONE RYM C' m T_9t• � ` 4'-D' ------- ---- i NOV — 2 2 22 I I Southold Town 1 Board ofTrustee I � I 20'-0" _ 3 CAR GARAGE +Y 1 I � Charles M. Thomas I a r c h i t e c t I PO BOX FR JpNfSPORT. NY 11947 (631)777-7993 I I o I 1 Js�\0 FIRST FLOOR PLAN FIRST FLOOR PLAN II 2 SCALE: 1/4' 1'-0- FIRST FLOOR= 2477 SF _ vRnecr xo WORK BFNL _ A�003 00 THESE CRAVINGS AND ACg71PANYNG SPECU1CATIONS.AS INSTRUMENTS OF SERVILE.ARE THE ETQOSVE PROPERTY OF THE MCNITECT AND THERE USE AND FISUCATON SHALL BE RESTRICTED TO THE Cf KWX SITE FOR WCOH THEY WERE PREPARED.REUSE RSWWCTCN OR PUSUCATON BY ANY METN00.IN MHOHE OR IN PART.IS PROHOEIIED EXCEPT BY WdTTEN PEPoBSSOM FROM THE ARCWTECT.1111E TO THESE PIANS SHALL REMAIN WITH THE ARCIOTECEVISIAL CONTACT VM THEY SHAD.CONSTITUTE WAIA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESIRICT WS �� CE ,�- ------- - -A �p I p9' REVISIONS D E S C R I P T 1 O N BALCONY i l �)yt v=�E.B-�n i FWD 8070 i / ROOF /- BELOW r/r MASTER ROOF BELOW BEDROOM /�/- 71'-S• 1Y-0' OFFICE BEDROOMTHREES — ---- w LLI � U z � , r � Y BEDROOM LAUNDRY O Z TWO -- W W ff ° CLO 'T TNI CLOSET p ' m o � BATHROOM m 4- L-- '' L ------- ��° MASTER m O z 1D'-n• .z rmlE:cuH°ux¢ ° BATHROOM ' E O 1N6 ro A PO�f W 1 1 1 T LINENN 1 CLOSET•HD^ o i 0 6' I w w RON Num RAIL PER xYs CtOE P PA 7b70 y Y rn _ Q� O W U 5'0 OPER I I FL WNExL _` `` 7 p ROS II CL — ` oO13ATHRoou . D BELOW o I— LL� N Q 4'-0' 11 OFFICE I 1 cL LINE 6,IAS�J Q II --- II II I 1 Er—r 11 K aemRDO II ICLOSETm 11 Charles M. Thomas �I a r c h it e c t I ao eoz an ,Nimvortr. NY 11947 (631)777-7993 I I REQ ROOM 51i T I II I IIQV 2 2022 II § I SECOND FLOOR PLAN SECOND FLOOR I I— Soutlwld Town z SCALE: 1/4" = 1'-O° _ BoardoFTNstees SECOND FLOOR= 2177 wT° IIIM122 TMQECf N° quv1E et CIT IAN�00 00 THESE DRAVEIIGS AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SEANCE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE DRQNAL SITE FOR*UCH THEY WERE PREPARED.REUSE,REPRODUCTON OR PUEUCARON BY ANY METHOD,IN VHCE CR IN PART,IS PROR ITTEO EXCEPT BY WRITTEN PERIWSSION FROM THE ARCHITECT.TITLE TO THESE PUNS SHALL REMAIN WITH THE ARC ITECT.NSLAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FADE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. POOL I I LL POf%TO BE DESIGNED BYPOOL PROFESSIONAL— ------------------------------J I I ------------------- ,� i f( REVISIONS D E S C R I P T I O N WNW " ------------ ---- ---------------- r------ — DST FRDM ABDVE B'POURED CONRff'IE (TTP) FOUNDATION WALL ON I POURED CON FOOTING iii X00 0240 `A®ca FOOT NG pe I .t PR3 sm—N—MALL I •' ��0Y 'He I UNEXCAVATED PBDP03D FaDmAna rA L I ° I ��'rr 4'POURED CONCRETE SLAB •� I OVER 6 MIL POLYETHLENE I ; I VAPOR BARRIER ON WELL I 1 I COMPACTED POROUS FILL 1/ 1 I I I y ------------------- I 1� 1 II I � I 8'P.C.FOUNDATION WALL IWTH e6 BARS I 1 1 1 n 2B•O.C.VERTICAL k I ----------- I r ... , ! -------------J 1 [6 BARS 36.00 ED CONCRETE I 1 r—————— I ON B•%16'POURED CONCRETE FOOTING I I -----------J % / W/(2)86 BARS CONTINUOUS 1 I 2Y-4- I S, I i POOcEr I I I b I I i I OIRSCRENREWN) i I I (T)'P)CST FROM ABOVE I I PRaro3n FwRmAna MAu I W I i IL------------------------I II PIPE 3 1/2•STANDARD STEEL II / II U CRAWL SPACE I COLUMN ON A 30•X30•%15' LU I DEEP POURED CONCRETE z � --------------------, I 1648 5F L FOOTING(TMP) I I _y B•P.C.FOUNDATION WALL VATH$6 BARS I I 4'POURED CONCRETE SLAB Ei I I O W 0l O I .0 O.C.VERTICAL& OVER 6 MIL IER ON FWELL Ia I 06 BARS 36'OC ED CONCRETE VAPOR BARRIER ON WELL a I I W Q I I ON B•%16'POURED CONCRETE FOOTING 1 ., I COMPACTED POROUS FILL o Z 1 2 I W/(2)e6 BARS CONTINUOUS L_ •� 5 1 PROPOSED FOUNDATION WALL AND I2 I PROPOSE FOIdXIATOT MALL qal FOOTERS.CASTING HOUSE FOUNDATION I^ I , I W 7 ON SITE TO BE REMOVED, �T ✓ 1 r n O I,I I i i 4' F— 1 4 TJ Asrs 760 SEl E5 L� I I n O v, Z O 16'OG O 16.OG I O 16'OC. 1 W ' 1 3 1/2•STANDARD STEEL PIPE a I I DEEEEPP POURED CONCCRETEE 5 FOOTING(TYP) T 16._6- 24'-B' I I O W U I z1 �>n�31ART NM,S � I I BSE MODEL/1510-510 ' 8•tl4•SMMF YFMTS / I I Z00 SFT 6 COWUf£PEA EEAi I DSE YODEL/1310-510 I I CRAML PACFc 3081 3 2W SF OF COMTUGE PFR MNT I I O 1 pEaA(BD/Oi VETl15.11 r —/ -------/----- �ACC-'- 9 I n O — 0-t4'YL EL191�s�� 1 r-- ----15'-IO"------- 1 24'-4• _— 1 ' i LL I e s e I I UNEXCAVATED I , I: ___ _ , I " `� N e a m o gtFlFiTb1e�' n 4'POURED CONCRETE SLAB I I~ ,1'-3• 10-e' I OVER 6 MIL POLYETHLENE L VAPOR BARRIER ON WELL _ I I I COMPACTED POROUS 1 -------- 1 y L-- -- ---� I ^ L ---------J , m--------- 1 I" FOUNDATIONP WALL ON 1 1 1 1 1 ------------- FODTINGOUREO CON ETE 11'-7• 12'-0• 12'-9k It I 1 I A 1 L E G E N D 1, Ij $ TO SLOPE 11 1 -PROPOSED FOUNDATION WALL K 1 i N ? 1 1 zf UNEXCAVATED ;' 1, Charles M. Thomas 1 , G 4•POURED OWCAETE 3AB 0148 B WL L I 1 P0.£HMNE VAPOi BAPEBER ON— 1 , COIPAEDFD PQt0U5 RLL I , a r c h it e c t I I B'POURED CONCRETE FOUNDATION I I I I tir PO BOX 871 MOM. NY 11947 (631)727-7993 1 1 W�CONCC�IE FOOTING 1 1 S I �' I 11 PROPC�D F3INOATHlT MALL 1 ,1 E VF E IV E , CC99 m I I 1 / 1 I i — J� 1 I z$ NOV1 1 o sLA TT I . r— lY Y — 2 2 22 1 I 1 FOUNDATION PLAN FOUNDATION PLAN 3 SCALE: 1/4"a V-0" I 11 im f —__� J � 1 � Southold TOWrI Board of Trustees OAT 6._7•� �_B�, 1 a u.o THESE DRAWNGS AND ACCOIPANYING SPECIRGTWS.AS USIRUYENTS OF SERMCL ARE THE D=SIVE PROPERTY OF THE ARCHITECT AND TEAR USE AND PUBUCATION SMALL BE RESTWOIED 70 TTE OfBONAL SITE FOR YHCM THEY WERE PREPARE).REUSE RFPROWCTIDN OR PUBIICADDN BY ANY METHOD,DI WJCE W DI PART.IS PROHIBITED EXCEPT BY APoTIIN POWSSON FROM THE ARGHTECT.TITLE TO THESE RAMS SHALL REMAIN WIN THE ARCIDTECEMWAL CONTACT VATH THEM SHALL CONSRIUTE PIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. (�AT ARCI-I ITECT pr 9 REVISIONS DE S CR IP T ION SD;tyg YitY3P'l0.z300I.�p _ 1h16V0B Gh'1tt31 \ ___ -— TCIFS Ig-O- F mxa PORCHI COVERED /- PORCH FWG 12080-4 ppm FWG lzaeo-a RE FAS ,L_Jr NOOK J L - ----- --- ® •I cooETSED/ COVERED ,00 r i W LUL�11 11JJ r sxaxEn r I o� J / �' ■ Y - FWG 8080 E J L 1 -I �•I 1 7 W Y II r L N 3 r—� O LIVING e ITCHE 25 �1 0 ; J � -; ROOM � o W W � 0 I � > BEDROOM � I � W > OSI I VJ O W xm a 1 ISI I 0 `+W+ = z xm Ul 17-0- •-4 4'-5- 2'10' 17*-10- __eET got _ -0- It LL Y U Ll W U DQ101 6 HOPts 5'-0�- 0 Q 5'-Y - -�_- aN �o _ AIR HAN LERS ETF 0 r-B �°e° w ° MUD ROOM -, DANTRY i ATH ROOM — ? 1N H 0 _ OPEN °$ 1 RO M N Q CLOSET MOVE LAUNDRY — FRONT sP D SITE PLAN 5 w PORCH t� 2 SCALE: 1:20 I HWH LOT COVERAGE= 207 _———— j I SEP 3 0 2022 I I I Southold Town Z I Board of Trustees II 3 CAR GARAGE +• I 'I Charles M. Thomas I a r c h it e c t �EDr! — PO BOX 877 JAyESPORT, NY 11947 (631)727-7993 t3 I FIRST FLOOR PLAN FIRST FLOOR PLAN I VERSION �� SCALE: 1/4"=1'-0" FIRST FLOOR= 2477 SF .v® 02 V cr ra DRAIIG oe/1e/sz cur WORK BENS �.. 0� — T THESE DRAWINGS AND ACCOMPANYING SPECIFlCAIONS,AS INSTRUMENTS OF SERVICE ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THOR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE.REPRODUCTION OR PUBLICATION BY ANY METHOD.IN WHDLE OR IN PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TIM TO THESE PLANS SHALL REMAIN W,TH THE ARCHTTECT.VISUAL CONTACT NTH THEN SHALL CONSUME PRIMA FACIE CADENCE OF ACCEPTANCE OF THESE RESTRICTIONS. �e•wa wa wP Nrs me — I ARCHITECT n•9 / REVISIONS D E S C R I P T 1 0 N ttLw3lY1J � I - rm •H I I Y3� I FWD e070 BRELLOOW /�/' u'-D- t7•-o• / MASTER o�l1AG /� mow OFFICE BEDROOM ® BEDROOM THREE 9ii) L L W U, / P BEDROOM m LAUNDRY s'-°'_ tY-,• n'-D• \ N 1 •i W,CLOSETTwo �p 0 W O Qtm41iG W1 aosE7�P BATHROOM W Q �-- �� -_ 4'- 12'-0• VJ L I ,a'-M• �B�o W BATMASHROOM ' O Ll o �° •t Lzo�sL-r'P� W I ,m ss•wd EHA1ID RAL PFR Nn mo[ P PD.2670 � � Oa i Wi CLOSET i OPEN g5Q-SOFT �� so.m LL ./i, I oOr-e• r-o' O W V 5'-0• 5'-Y ROOF Y 0• BELOW I G I— rr00 I I LL vl N Q 11 ,r-D I I :5 11 sP SITE PLAN I I OFRCE I I °—"u„B"J I V E 2 SCALE: 1:20 1 LOT COVERAGE- 20% I 1 II II I t� t IIII le-e 1I1i1 SEP 3 0 2022 I BATHROOM I 1 all 11 t"I -Souttlold Town III cLo� 4) Board of Trustees Iln II '11 111 Charles M. Thomas � II 11 GARAGE" THE S�Am REQ ABM 0 +THE 4 PO BOX en AA T, In n447 (531)727-7993 pqy THIS r ��B•1 ®- "'�� �`�,:. I I T W91D�FROM ELEVAAIION& J rtrorcr vIt y 1 ,r-7r r, SECOND FLOOR PLAN �p SECOND FLOOR I L-- VERSION A `.{,_� ,a:F:.(-✓�as�—. J, - 2 SCALE 1/4'= 1'-0' t ,1 - -.-}•- •p� i' SECOND FLOOR= 2177 . t ILO - p F OB/IB/22 5 ��I A .".i��'✓�F o+c ar. M oA�00 00 THESE DRAWINGS AND ACODMPAMG SPECIFICATIONS.AS INSTRUMENTS OF SERVICE.ARE THE IXCLUSVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL STE FOR WON THEY WERE PREPARED.REUSE REPRODUCTION OR PUBUGRON BY ANY YE1H00,W WHOLE Ct W PART,B PROwtillm IXLEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHRTECTNESTAL CONTACT MTH THEY SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS POOL. , ■ �//T POOL TO DESIGNED BY ■ - ■ POOL PROFESSIONAL SSIONAL , I I I ARCHITECT , I I , -------------� I I L— — ----------- --- ---- REVISIONS D E S C R I P T 1 0 N S�S9TS 7Y1X37C.gLV13 3C0 rRl DFSI I ------ ----- GST FROM ABOVE , B'POURED CONCRETE (TYp) , FOUNDATION WALL ON B'XIO'POURED CONCRETE , I I I I FOOTING I , , � J UNEXCAVATED I 4'POURED CONCRETE SLAB , I OVER 6 MIL POLYETHLENE , VAPOR BARRIER ON WELL COMPACTED POROUS FILL , I I I I -------------------------J I _ I I -- ------------------- I a-P.C.C FOUNVERDATION WALL WITH#6 BARS 2 Sian' ------------ I J I 86 BARS 36-OC HORIZONTAL DBB1 -- I ON 6'X16'POURED CONCRETE FOOTING 121(0 r , ------------- — w/(z)ps Brws coNnNuous , I EAM POCKET I I (TYPICAL O EACH , i ' j�'� ') •K I I ( )FROM ABOVE i , GIRDER INTERSECTION) ® m I I I * I I I W T_ -----------------------J I I U I— 3 1/2-STANDARD STEEL PIPE / ___ _ CRAWL SPACE I COLUMN ON A 30'%30'X15' r. ---------------- �' J I DEEP PIXIRED cONCRETE I I Z \ N I I 647_8 SF L J FOOTING.(TIP) , I / LL Islam � O.C.VERTICAL& , w , 4'POURED CONCRETE SLAB I I N Uj O LAM 1 I I LB'P.C.FOUNDATION WALL WITH 16 BARS I I go O L OVER 6 MIL BARRIER ON WELL I. L.L_ #6 BARS 36'OC HORIZONTAL VAPOR BARRIER ON WELL TS I I Q C I i ON B-X16'POURED CONCRETE FOOTING I (TS I b COMPACTED POROUS FILL �•S' ^1pD I W/(2)®6 BARS CONTINUOUS L— ' ^ � W �I 'I 1{'TJ.gsrs 360 SERIES I— I 14'TO Jm'19 360 SERIES ry I Ll ,4'TJ JOINS 360 SERIES �� 6 I O O 16'OC. O 1fi•OG I O i6'OC. , 7 r 1m L I J I , _ I b 3 1/2-STANDARD STEEL PIPE I I cr DEEPMN ON A OLU POURED CONCRETE 5• I LL FOOTING. 7, 16'-6' 7. 24•-6' B', W SWART C) UEE YODEL j—'0 m 0'at 6'SMART VENR 300 ST 1 COVERAGE PW VENTI I RI CRAAL SPACE.20..1 S 200 SFE fY/COVFRAGE PER EWIRED/ VFNS�11 OF r — ------------- CIiAML SP/.CE�16185i I I PEOUNED/OF VFNIS�9 , I � O m ' r 1 6' 24'-4' Al I I � UNEXCAVATED TED I �: _ _--- 1 I I INLINE Q (v m o o e e e m e e Y e= I 4•POURED CONCRETE SLAB I �IS'�YCildl' , OVER 6 MIL POLYETHLENE _ 1 i , VAPOR BARRIER ON WELL SP S I T E P L A N i L ---------- I L-- —COMPACTED POROUS FILL r— —___—_--�•�6' I II m• , ____ O E 2 SCALE: 1:20 ------------, I^ I , LOT COVERAGE= 20� i , L --------- f7FOUNDATION RED CONCRE ^ ————— WALL ON 1 I I T--- ---- PW RED CON ETE �G 1 I 12•_S 1 I —— SEP 3 0 1 1 I 1 I o I g8op, = I ' 1 Southold Town K.1 ` 1 Beard of Trustees 1 goo ;.: 1 4' 1 1 o�z II I 1 1 Bmf UNEXCAVATEDIRED ' Charles M. Thomas POLWYETRAENE V m BAS OR W Nfl1 COMPACTED Pt I Y OROUS RLL I I 1 1 �"�'"� �•, B'POURED CONCRETE FOUNDATION a r c h I t e c t I WALL ON BI POURED 1 PO BOX 871 JANESIORT, NY 11947 (631)727-7993 CONCRETE FOOTING 1 I 1 1 1 I 48 SLAB To SLOPE r I'll M 1 1 0;¢ �rvs I FOUNDATION PLAN FOUNDATION PLAN I 3 SCALE: 1/4"=1'-0' ' DM t kYv. °• 0244` CMT 2 26 ORAWN3®Q° ;I L_--� 4Tx-�'�• �'-°' DAA 003 00 6•-3jT Z7__t. THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS.AS INSTRUMENTS OF SERVICE ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE DRIGWAL SITE FOR NHICH THEY WERE PREPARED,REUSE,REPRODUCTION OR PUBUCATION BY ANY METHOD.IN WHOLE OR IN PART,IS PROKB17M EXCEPT BY NRITIEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN NTH THE ARCHITECT.VISUAL CONTACT NTH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RES S. PHOTO SHEET CHRIS AND ELIZABETH AUSTIN 2200 DEEP HOLE RD MATTITUCK, NY 11952 Tax Map#: 1000-123.00-04.00-005.001 PHOTO 1 .Al r l i s V. PHOTO SHEET CHRIS AND ELIZABETH AUSTIN 2200 DEEP HOLE RD MATTITUCK, NY 11952 Tax Map#: 1000-123.00-04.00-005.001 PHOTO 2 r t ,l ".. h PHOTO 3 41 t � • • SHEET CHRIS AND ELIZABETH AUSTIN •0 DEEP HOLE •D MATTITUCK, NY 11952 Tax Map#: 1000-123.00-04.00-005.001 PHOTO 4 • • • s s x e. 7 aaule 1oB�w wmmSESEC N 115 SEE SEC NO rte SEE SEC No tts 1013-00 � E O `�\ 1601 WTCN - - ONE � _N w-1B01 s as g m PCL No 06W0D SEES�C NO � n�.. � $ ��56}�Fs[ s� � wv xS•s � g —+r— i xios r tldt I 0 O 51 1taN 1 1N �`bl 11-16N T �� FOR PCL NO 1 ^•`to c2.G(c) 6 B{rGlcl I Wc) 11 11 C 1 rww a ... 'S A t y t0• lNyl t6 tt •. SOUTNOLO - 4 s• _�/ h3.1 b � iunr •rx • >oG ISG O � weir GREEK so 8 e M• m ata O <, .e 15 �a1 rs a+ 'Sar :,y taNxL`a+ p a1a¢! M 1e_�.•6'm-!"�. 41 aeN`t 6 t� r •� °.SFJ J e y b 1 10µP1 p Saha t.6N�1 5611` 1 ad tat 6y °,r. rte '* 1G _ b PMOL S3 ! h,�yr1'. Bv+a y0Nc5. , Jµ` © 55M�• �^ 4 `fit M xo 1� w e �✓ `� "Si�__. Y'�-_ -- _- 1 O 5a FD N pgNd oto 5 111 \ .a°i fi -tt at1 �.,pM �� BPY a f>�T PE My- 9 91 ^,�� —�— 1) 'r _ — -- --.-- r NODE ccr COUNTY OF SUFFOLK © E 6 6pnxan SECTM NO E M Real Property Tax Service Agency ra 123 A 1L O w.r` a r_v, ��a �� - r --r-- Pyr--lw-- ..a P xcl oo 16N PROPERtt IMP TEST MOLE DATA_ (TEST HOLE DUG BY MCDONALD GFOSEROCES ON SEPTEMBER 9, 2022 EL. 6.0' EXISTING CONDITIONS DARK BROWN LOAM OL BROWN SILT ML + + + FROWN SILTY SAND SM tS'G�S c\ FSC 4 0' FBROWN FINE SAND SP n,t�� 01, 5. 0.9' GROUND WATER a 5.1 -0,ty Ix ° a WATER III BROWN FIIJE SAND SP O° /yo 4 _Q �� O v A,P O J O�05t` O��PeO v0 OQO�G� �O d'\ �S_TO Edi A L_ 5 \\ / \ 0;1 0 q<< 1/�9F A�D AZ (91 CO o �'�,�, F _\\_-''�,� / / / / � �• �, � CPN. A /\�v r� \ e� / � CURBING \ // �/�� �`� o ��i�0o O&,2 VG ? 1-01 F�c?6,' o��o ����� o0020NF / / Ooe tioti�RF //�/ /// �9CT� �OQ<C AF�F�6J 8 O� '' it \ r \\ \ \� \ Z�oio?'�s��`cFo �•. Fo cFS Y / \ � \ \ / \ ------- 40 \ I \ ss90PRO, yOti G .I p/pF cotic�oN, LOT AREA:20,620 SQ-FT. =.4734 ACRE ELEVATIONS HEREON REFER TO NA VD 1988 ooh I o0 FLOOD ZONE BOUNDARFIES HEREON AS DEPICTED ON THE °o F.E.M.A. FLOOD INSURANCE RATE MAP MAP NO.:36103CO482-EFFECTIVE DATE.SEPTEMBER 25, 2009 DRAINAGE SYSTEM CALCULATIONS: \ PROPOSED SITE PLAN ROOF AREA: 3,998 sq. ft. 3,998 sq. ft. X 0.17 = 679.6 cu. ft. 679.6 cu. ft. / 4.2.2 = 16.1 vertical ft. of 8' dia. leaching pool required PROVIDE (2) 8' dia. X 2' high STORM DRAIN POOLS PROVIDE (4) 8' dia. X 4' high STORM DRAIN POOLS �O\ NOTE: ALL ROOF AREAS TO BE PIPED TO DRYWELLS PROVIDE 3'-0" COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN �FrcT��q! 9�F PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 91 F2G\. AY PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: PROPOSED 8' DIA. X 4' DEEP DRYWELL WITH OPEN GRATE ARE SHOWN THUS: !" ''`.. ��Q o �� " Soo o u°s. eoyQP�� S�Q' •• DRAINAGE CALCULATIONS AS PER ARCHITECT �O� e�GQ.P��� O EXISTING IMPER YIO US I,0 T COVERAGE � Q, p e �/ \ o DESCRIPTION AREA % LOT COVERAGE HOUSE 1,692 sq. ft, 8,2% ��OOO �DL X12 X16/ Aeee / /' DECK 184 sq. ft. 0.9% BTFR e��gAN SHED 320 sq. ft. 1.5% b �P MASONRY WALK s / 0,6,3 86 sq. ft. 0.4% zz• / �. TOTAL 2,282 sq. ft. 11.0% PROPOSED �o / a 9F,r IMPERVIOUS LOT COVERAGE \o j5 o � DESCRIPTION AREA % LOT COVERAGE O ���`d�y�e \ � � ,A�. y' •� � � e� \ / / a o� HOUSE �Q % �;.. 2,486 sq. ft. 12.0% � f� Q \ L\` / a,\,`` / PORCH 1,122 sq. ft. 5.4% Std G //' / /p \ \1, � 00 / ���G 1'Y// � �O t�c�R�gs POOL 390 sq. ft. 1.9% \ o \a�eo�Q' a Qoyy���F�' o y TOTAL SEE °• �� / °opF�Foo 2�°e��Q�(7o,_;�^+ �q cb 3,998 sq. ft. 19.3% __! `V RL1N 1 ,i pew\ N. LOT COVERAGE CALCULATIONS AS PER ARCHITECT \� //%/ 4O \ �STORRoA / "` a?"�'"� •� e``�P p'1 t9' 4Q 2 PROPOSED CONIC. RETAINING WALL DETAIL \\ ``•/�'��� ' �/�' �3� / 'O°' J = �° (NOT TO SCALE) \\ O�/`� I /,O \ /G�•°a;�/ \ / Oy P / yAo 0')0 F�p !1i<czz�F FINISHED GRADE 8.0' n ° Opp \�\ \ / oFo9�yFO9 °�\ oR2F Ftp�NN�O�ONF 8 NG v' \\ \200 ROA FAQ ` y EER P a oo / spa; °SFO 1 Oen 0, No. 4 REBAR -+ P� "� o �'��°' ` r . C 2' 0.C. No. 4 REBAR ° o ? � 0 \1 �cp �" �`oo \ D r i OR 2"HARDWOOD EEL, T R U SHAPE TYPE ice \ tioN �� / '' / - / C'�p j Q- ° FINISHED GRADE FENCE-WOVEN WIRE 14.5 GAUGE 4.0' f'O�c\ / /TSD `• ` \ vO 6"MAX.MESH OPENING MEMBRANE WATERPROOFING ' SEPTIC SYSTEM SIDE �. �yFF ( / ��sTopFoA \ �� \ co1Wyo // ` �s4 r, r \ 1 \ FILTER CLOTH-MIRAFI 140N `c4 yB, 0, _-�7' \ OR APPROVED EQUAL D < i'� i 'Qo'�j-9,pY �c p0l / \ sT'QG�ccyc. / I\\•___` .. ° •�• `c4' Foe / � TF�y I \ 36"MIN.FENCE POST�\ p V-8" B 8" o �� d'S ���°oo�G / ^O \\ NOTES: UNDISTURBED GROUND w `9° ..,�!ry °"� \ 100 FLOW No. 3 REBAR Cal 12 ° O 7/, O /� �� of t� \ 1. WOVEN W/REFENCE(M/N 141/2 GAUGE MAX.6" a_ 0.C. G' No ry MESH SPACING)WITH FILTER CLOTH OVER FENCE. o�o0 ° ` �3 F 779 ` �' • `` ` �,\ NTG�pe�Fc 2. FILTER CLOTH TO BE FASTENED SECURELY TO COMPACTED BACKFILL p p Q S6), % FR WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" o f 6 7C6"TRENCH 2 2" �\ AT TOP AND MID SECTION. ° N \ o EMBED FILTER Z 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN CLOTH 6"MIN. g E ° /�� \ 9 °osTTY / EACH OTHER THEY SHALL BE OVERLAPPED 8Y SIX INTO GROUND to ° p ` INCHES AND FOLDED. D a n F�• 4. MAINTENANCE SHALL BE PERFORMED AS \ ` ` �� `?7' NEEDED AND MATERIAL REMOVED WHEN"BULGES" No. 3 REBAR 18" O.C. o DEVELOP IN THE SILT FENCE. 3,-0 SECTION F �oN WOVEN WIRE FENCE(MIN. 14112 ooh GAUGE MAX.6"MESH SPACING) I o SURVET OF ° POSTS(TYP.) 36"MIN.FENCE POSTS. I � 10'MAX CENTER TO CENTER ,-DRIVEN 16"MIN.INTO THE GROUND DESCRIBED PROPERTY SITUATE A T MA TTI TUCK ILT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T•M.DIST.: 1000 SEC.: 123 BLK.:04 LOT.'5.1 _ _ 6"PENETRATION INTO GROUND 10 5 0 10 20 30 40 50 60 70 (SEE SECTION) SCALE 1"=20' DATE:ARPIL 15, 2016 ELEVATION CERTIFIED TO:CHRISTOPHER AUSTIN ELIZABETH AUSTIN SILT FENCE DETAIL FIRST AMERICAN TITLE INSURANCE COMPANY MORGAN STANLEY PRIVATE BANK 24"0 COMPONENTS THIS ACCESS ONLY PROPOSED SEPTIC SYSTEM DETAIL MA N0.:2016-133 20"0 HDPE SECURE HEAVY COVER BY POLYLOC FILED. LOF NCU,1, \ 20" SAFTY SCREEN BY POLYLOC (TYP.) (NOT TO SCALE) REVISIONS `.2 Ggti� �' 4' �- HOUSE 12 x 12 POLYLOK D-BOX UPDATE&RECERTIFY ELEV. o,o' MANHOLE W/ PDB-12 RISER AND ADD TOPO 1121122 '.��" W FINISHED GRADE FINISH GRADE REV. WETLAND LABEL n . ',7; � ELEV. 8.0' ROTO-FLOW 3050-4 LEVELERS ELLV. 8.0' CLEANOUT TO GRADE WITH LOCKING COVER FLAGGERS NAME 2128/22 I� TOP EL. 6.4' PLOTADJOINING DWELLING LOCATIO S 7 212 `' MIN. EASE ENTAN°ORSUSSURFACE PLOT PROPOSED SITE PLAN 9127122 �' STPUCTUREG AREMEBDOR APPROVED PIPE UNPECOROED ARENOTGUARANIEEO x•0505°1' n OISURIE�YEYIaNrATTHE INV. EL. min PITCH 1/4"/1' \ 8" TRAFFIC RATED 6.5' 10- EL. 6.0 I/A OWTS TANK P INVER LEACHIr10 LEACHING �c�LAND c�uCL G THE1-1TaMflWTUREHOWN C GALLEY GALLEY 3' CLEAN HEPEONFUNESfEFORASR FJ INE FUJI CLEAN CEN-7 ELEV. .5' U o PROPERT AND S AREFOREREFORFIC I V V E L ARENMANOUSEANO THEREFORE INV. EL. 6.1' VV TREATMENT SYSTEM L ARENOTIN OF ENCS GNDETHE INV. EL. 5.4 ERECTIONOF FENCES RETAINING INVERT COLLAR JEFFREY W. HADERER L.S. WADS,PoOLS,PATIOS PLANTING INVERT o SAND ArtEAs,AranoNs ro eurLaNGs NYSANDANYOiHERCONSTRUCTION_ ELEV. 5.6' LIC. NO.:050538 UNAUTHSURVE AAWOLANORADDTION ELEV. 5_7' D 5 J TOTHISORIZED ALTERALATION OF EWCAnONLAW THE NEW YORK STATE _ -_ __ _ _ - - _- - - - - - - -a - COPIES OF THIS SURVEYNAP NOT BEARING THELAND SURVEYOR-PEO SEAL OR LL3 A=12 TOW A ED SEAL SHALL NOT BECONSIOERED � TWINFORKS E BOSSW SEA1SH OPY SEE SEPARATE ENGINEERING PLANS AS PREPARED BY BOT. EL. 6.2' HIGHEST EXPECTED GROUND WATER LANDSURVEYING 6' MINIMUM PENETRATION RKY„ cERnrrcanoNSlnaca EOHERONSRAURUN INTO A VIRGIN STRATA ELEV. 1.9' µma � n-OMHEPEPSONIS, TALGM NESURVEY CHARLES M. THOMAS DATED 9/15/22 FOR 1/A SANITARY SYSTEM DETAILS of SAND AND GRAVEL IXX W.MOATAIIK A/GNWAY,pATfE3 IS PREPAPEO 4No av HIS BEHAI.ETO THE eAnrvroNxnts;NFwroeKll9a6 TOTHEAMPANYGOVERHMENTALAGENCYANp GROUND WATER PER TEST HOLE /V/6.J/-361{!.{/1-(F/F.71-369$.//3 l£NDING INSl1TUTION IISlEO HEREON,ANO b➢31/'("'IR7 fl;.cl.!➢�SUT{pyl`yghm.(DID rU THE ASSIGNEESIO THELENOT ANS ELEV. 0.9' UTION CERTIFICATIONS ARE NOTTItANSFERABLE COPIESANDS SURVEYANP,ESEALPAPERORELECTRONIC,LLMYRING r0AOaTIONAL INSTITUTIONS ORSUBSEQUENT INE IANO SURVEYORS WNED SEAL OR EMBOSSED SEAL SRALL NOTBE OWNEPS co,IOEREO TO BE AVALIO COPY AND SHALL NOT BE USER FOR ANY PURPoSE. "'