Loading...
HomeMy WebLinkAboutTR-10315 Glenn Goldsmith,President rF S®�� Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 CUUNTI,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1St day of construction '/z constructed x When project complete, call for compliance inspection; it ri• .,,.A il,. - }\r' ge,0!' \. p !,g°'- '�' ,.:ria- I{0-_'-± - !f'-•i„ Uy^.•"°6'j1, ff+a: u�,: �'Y ��9'V e. 4": - .k•9°8 '�:.2.4 -• qmY �Pepa• '•l� - '°9�\5 r1'��°•`F, V - i'� '1p^'s.�i�. �•;y Q�, AP "•'Lf. q: y� ��s�< ..eMiiP.r.; 'rim•=��' / I ,m '��`,�1. �+oa r �• - ..a;�..e ,,�.�.�; .�11�L �%/`�i`, �e' i Lam' '��' Ys«.�i'• _ - ••//til - - r __ ,.���\ _ _ �. _ i) r, '�� .- y ass:�a:,.�.�zf:e�.aaxa..,�a�.,�za.:ur�a�As„a..s�.s.�;�... .�s�.'� y.:l,•.;.�;u;:�as�a:+ q;::�:a,::,.r��z�� :��-a��r�:;�,..,. nz>�;,; srz��.�-��«�y I'., �.• . !, L � ' BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10315 DATE: FEBRUARY 15,2023 ';:• A'eir ISSUED TO: CHRISTOPHER&ELIZABETH AUSTIN ` r_ PROPERTY ADDRESS: 2200 DEEP HOLE DRIVE,MATTITUCK ._ ' r • 0 -123.4-5.1 SCTM#1000 A4 AUTHORIZATION �.. K e ' Fill Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in >�- foga F ; ..` ` accordance with the Resolution of the Board of Trustees adopted at the meeting held on February 15,2023, and ,_ • in consideration of application fee in the sum of$250.00 paid by Christopher&Elizabeth Austin and subject to k ti 4` x the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and '4" permits the following: a° Wetland Permit for the existing house,foundation,and shed to be removed.Proposed 2 story±39.51 x±65' irregular house to be constructed with±15.8 x±7.7 front porch,±30.6 x±22.5 attached garage,and pervious driveway. ±5'3"x±18' second story rear balcony to extend over±22.5'x±65' irregular rear deck. Additional±5'x±22.7'area Y Y g of deck to be covered.±14 x±28' pool to be installed. Pool to be±8' deep.Pool and deck to be elevation 9.5.Stairs from deck to be±51 x±6' and have pool safety ate.Pool to be connected to dr well as noted on plans. Native vegetation to be planted along seaward side of pool and deck.Front yard to be regraded within retaining walls. b 4 ±105'retaining wall to be installed±41 off western property line,perpendicular to the street. Area between retaining wall and property line to be vegetated. Top of retaining wall to be±4.2' at seaward terminus. ±100' retaining wall to a °snr e'} be installed along eastern property line. ±20'retaining wall to run parallel to street and connect with house as s shown with stairs for access to rear yard.Top of retaining wall not to exceed 18"above grade,bottom of retaining y wall to be±5.2'.Native vegetation to be planfed along seaward side of retaining walls running parallel to street. • � ±380 cubic yards of clean fill to be used.Rain garden to be installed by terminus of western retaining wall. 5'x 50' native vegetated buffer to be installed along western property line as shown. 5'x 65' native vegetated buffer to be installed along eastern property line as shown.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.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,crawls ace,Floor of crawls ace to be at elevation g PP P K Y. 4';with the condition of no solid wall under the deck; establish and perpetually maintain a 10'wide non-turf buffer of Pm° %;. on the east and west side yards of the property;and a 20'wide non-turf buffer landward of the bulkhead with the »•�` cedar trees to remain;and as depicted on the revised site plan prepared by Cole Environmental Services,last dated February 27,2023,and stamped approved on March 3,2023; and the surveyprepared by Jeffrey W.Haderer,LLS, last dated February 23,2023;and stamped approved on March 3,2023. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these t 1' presents to be subscribed by a majority of the said Board as of the day,and year first above written. COD . -, v ! �ix55�S.n.]i"�i:Zw°a"xii7•�Cfi'Lr3.in..r�YiY,.L.rv.':SFT.Lva.�.�iG:iTrlrnvrs..r.w..�iu6'8;��iT7v45.e�`N5'�9...'e,�.:%:.YS'�t.5au�i.d cG'r3`.�L'�����...n v- .".r3.ev.'flu"�:wG�:`ati.F.N��L'i3ee'T"SoG?ii'+SShX.1]1RL2X�Tr3�'u,'+���'e..i!+.u4C'r si�\r '<I�P .,a A '1 S•1�,. .°t:..a:e 9 ar1s;'.^`'. ""�,.,QA �'s.9�`..�� .-S; m ¢Oe,.- ,{u..: �.��.5;Aa04 e�{a,•. !,• `:;fie+Aal.,ay�o��` n:. .a. ..;:E�na a sBE.�' :+'- TERMS AND CONDITIONS The Permittee Christopher&Elizabeth Austin residing at 2200 Deep Hole Drive, Mattituck, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as'a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90) calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass-or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impainnent of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President so 01 Town Hall Annex A. Nicholas Krupski,Vice President ®A. Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G � Telephone(631) 765-1892 Elizabeth Peeples �® ® �® Fax(631) 765-6641 C®Uf ,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 3, 2023 Kate Rummel Cole Environmental Services, Inc. 425 Montauk Highway East Quogue, NY 11942 RE: CHRISTOPHER & ELIZABETH AUSTIN 2200 DEEP HOLE DRIVE, MATTITUCK SCTM# 1000-123-4-5.1 Dear Ms. Rummel: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, February 15, 2023 regarding the above matter: WHEREAS, Cole Environmental Services, Inc., on behalf of CHRISTOPHER & ELIZABETH AUSTIN applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated September 30, 2022, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Consistent with the LWRP, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on January 18, 2023 and February 15, 2023, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, 2 WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees approve the application of CHRISTOPHER & ELIZABETH AUSTIN for the existing house, foundation, and shed to be removed. Proposed 2 story ±39.5' x ±65' irregular house to be constructed with ±15.8' x ±7.7' front porch, ±30.6' x ±22.5' attached garage, and pervious driveway. ±5'3" x ±18' second story rear balcony to extend over ±22.5' x ±65' irregular rear deck. Additional ±5' x ±22.7' area of deck to be covered. ±14 x ±28' pool to be installed. Pool to be ±8' deep. Pool and deck to be elevation 9.5. Stairs from deck to be ±5' x ±6' and have pool safety gate. Pool to be connected to drywell as noted on plans. Native vegetation to be planted along seaward side of pool and deck. Front yard to be regraded within retaining walls. ±105' retaining wall to be installed ±4' off western property line, perpendicular to the street. Area between retaining wall and property line to be vegetated. Top of retaining wall to be ±4.2' at seaward terminus. ±100' retaining wall to be installed along eastern property line. ±20' retaining wall to run parallel to street and connect with house as shown with stairs for access to rear yard. Top of retaining wall not to exceed 18" above grade, bottom of retaining wall to be ±5.2'. Native vegetation to be planted along seaward side of retaining walls running parallel to street. ±380 cubic yards of clean fill to be used. Rain garden to be installed by terminus of western retaining wall. 5' x 50' native vegetated buffer to be installed along western property line as shown. 5' x 65' native vegetated buffer to be installed along eastern property line as shown. 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. 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. Floor of crawl space to be at elevation 4'; with the condition of no solid wall under the deck; establish and perpetually maintain a 10' wide non-turf buffer on the east and west side yards of the property; and a 20' wide non-turf buffer landward of the bulkhead with the cedar trees to remain; and as depicted on the revised site plan prepared by Cole Environmental Services, last dated February 27, 2023, and stamped approved on March 3, 2023; and the survey prepared by Jeffrey W. Haderer, LLS, last dated February 23, 2023; and stamped approved on March 3, 2023. 3 Permit to construct and complete project will expire two years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Very truly yours, 4� pga ,d . Glenn Goldsmith President, Board of Trustees GG/dd 1 - NATIVE VEGETATED AREAS TO BE PLANTED WITH A MIX OF NATIVE SPECIES LISTED BELOW MAR - 3 MYRICA PENSYLVANICA-BAYBERRY BACCHARIS HALIMIFOLIA -GROUNDSEL BUSH VIBURNUM DENTATUM -ARROWWOOD VIBURNUM HYDRANGEA QUERCIFOLIA -OAK LEAF HYDRANGEA _— SCHIZACHYRIUM SCOPARIUM-LITTLE BLUE STEM SOF ANDROPOGON GERARDII-BIG BLUESTEM i PANICUM VIRGA TUM -SWITCHGRASS � ' � , i �I� \ f'` �a�` NOT TO SCALE j� Y DESHAMPSIAFLEXUOSA -CRINKLED HAIRGRASS A r BOUTELOUAGRACILIS-SIDEOATSGRAMA MUHLENBERGIA CAPILLARIS -PINK MUHLY GRASS � � QP(�r Via` `�7` �� @�4 A �) // �'�y9 R`k BOAR 0 Wf,@&A -PENNSYLVANIA SEDGE 2200 DEEP HOLE DRIVE ERAGROSTISPECTINACEAN PURPLE LOVE GRASS TOWN slit, ' / ii \ / t.,i r � MATTITUCK,NY 11952 ti�t�c 'r> lM1 4 / /�j' �%' ;i f off` o SCTM NO.: 1000-123-4-5.1 - � g �� ; 4 /// \ tir.:f r� r% R LOT AREA:20,620 SQUARE FEET=.4734 ACRES ^�� 61 THIS IS A LANDSCAPE PLAN BASED ON A SITE PLAN PREPARED BY: PROPOSED RAIN GARDEN TO BE PLANTED WITH NATIVE,NOW FERTILIZER DEPENDENT TWIN FORKS LAND SURVEYING VEGETATION. SEE CROSS �� o r'� 188 W MONTAUK HIGHWAY,UNIT E3 SECTION FOR ADDITIONAL ` i �- - // '°' HAMPTON BAYS, NY 11946 DETAILS. PROPOSED 10'X 50'NON-TURFi BUFFER EXTENDING FROM 9 .� :;� ` ` o.w, LANDSCAPE PLAN PREPARED BY: BULKHEAD TO BE PLANTED �b T 96�L _ COLE ENVIRONMENTAL SERVICES WITH NATIVE,NON-FERTILIZER / d '� . -' ` •� DEPENDENT VEGETATION ON FEBRUARY 4,2023 s \ � �.,� _- .� '� \ UPDATED FEBRUARY 27,2023 4'WIDE PERMEABLE PATH ° AREA TO BE SAND PROPOSED 10'X 65'NON-TURF 20'WIDE NON-TURF BUFFER BUFFER EXTENDING FROM iZ BULKHEAD TO BE PLANTED TO INCLUDE AREAS OF SAND AND AREAS OF NATIVE,NO '� `b // 4c AND WITH NATIVE,NON-FERTILIZER - FERTILIZER DEPENDENT / 1 `� DEPENDENT VEGETATION VEGETATION SEAWARD SIDE OF DECK,POOL, AND RETAINING WALL TO BE a » 4'WIDE PERMEABLE PATH S� ` • PLANTED WITH NATIVE,NOW Tram Consultation to CompCetion C3 FERTILIZER DEPENDENT AREA TO BE SAND C'9� `.,` VEGETATION 631 CROSS SECTION OF RAIN GARDEN MAR - 3 , ---- T 1 RAIN GARDEN TO BE PLANTED WITH A MIX OF THE FOLLOWING NATIVE, NON-FERTILIZER DEPENDENT SPECIES: EXISTING GRADE NOT TO SCALE ACHILLEA MILLEFOLIUM-COMMON YARROW ECHINACEA PURPUREA-EASTERN PURPLE CONEFLOWER AQUILEGIA CANADENSIS-RED COLUMBINE LIMIT OF EXCAVATION ASCLEPIA TUBEROSA-BUTTERFLY MILKWEED SCHIZACHYRIUM SCOPARIUM-LITTLE BLUE STEM PYCNANTHEMUM VIRGINIANA-VIRGINIA MOUNTAIN MINT SYMPHYOTRICHUM NOVAE ANGOAE- NEW ENGLAND ASTER RAIN GARDEN TO BE PLANTED WITH NATIVE, NON-FERTILIZER DEPENDENT VEGETATION CROSS SECTION PREPARED BY: Ic 2200 DEEP HOLE DRIVE MATTITUCK, NY 11952 COLE ENVIRONMENTAL SERVICES s e SCTM NO.: 1000-123-4-5.1 425 MONTAUK HIGHWAY EAST QUOGUE, NY 11942 `yrom Consultation to Compretion" LOT AREA:20,620 SQUARE FEET=.4734 ACRES CREATED: FEBRUARY 4, 2023 631-369-9445 UPDATED: FEBRUARY 27,2023 TEST HOLE DATA (TEST HOLE DUG BY MODONALD GEOSERVICES ON SEPTEMBER 9, 2022 FL. 6.0' 0' EXISTING CONDITIONS DARK BROWN LOAM OL BROWN SILT ML -.r- 3.0 + BROWN SILTY SAND SM Ilk + + l� 4.0 0.9' BROWN FINE SAND SP � GROUND WATER 51 a WATER IN BROWN FINE SAND SP lyoq�� FYI 0 O� v 40 Q� °F P� r �p OL Fh �COQO O�� SIGO STONEL 04, jr IX h� pOOVIt, crJ. P7 141,E 5 S �pG� // co ,,. V ���, 1?0 h pFgRAp N ' °�F lyq� SRC/E�•.�„� �o� / v / ¢o. � ���°� >F� 9" ti \ / @ s Al \\ �(/ ��•�� \ / s � \ r /� �O� FCSo q Z &,,' NG �OCkCURBING ` / _` ek G,D�U,9� CSF,{' C:) 400/01-10 61 �/ �N R �� F�000 I s / Ilv ORDER 1 / I 8 a --- No �r&I, - - - - - �o2q�sF��cFOe O ss90�V o \ 400YA 17 �� �9 . ` F�3 y . Ajo� 04'Ctii I °N LOT AREA:20,620 SQ.FT. =.4734 ACRE UPLAND AREA: 19,182 SQ.FT app °% ELEVATIONS HEREON REFER TO NA VD 1988 FLOOD ZONE BOUNDARFIES HEREON AS DEPICTED ON THE F.E.M.A. FLOOD INSURANCE RATE MAP MAP NO..36103CO482-EFFECTIVE DATE:SEPTEMBER 25, 2009 NOTE: PROPOSED SITE PLAN ALL AREAS OF NATURAL BUFFERS NOTED ARE TO BE NON-TURF BUFFERS WITH NATIVE, NON-FERTILIZER DEPENDENT VEGETATION.ADDITIONAL DETAIL CAN BE SEEN ON LANDSCAPE PLAN. DRAINAGE SYSTEM CALCULATIONS: ROOF AREA:3,998 sq. ft. o1 3,998 sq. ft. X 0.17=679.6 cu. ft. 679.6 cu. ft./42.2= 16.1 vertical ft. of 8'dia. leaching pool required PROVIDE(3) 8'dia.X 2'high STORM DRAIN POOLS PROVIDE(1) 8'dia.X 4'high STORM DRAIN POOLS WITH OPEN GRATE PROVIDE(3) 8'dia.X 4'high STORM DRAIN POOLS "16.1 vertical ft. of 8'dia. leaching pool required. 22.0'vertical ft. supplied. NOTE:ALL ROOF AREAS TO BE PIPED TO DRYWELLS PROVIDE X-0"COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN PROPOSED 8'DIA.X 2'DEEP DRYWELLS FOR ROOF RUN-OFF PROPOSED 8'DIA.X 4'DEEP DRYWELLS FOR ROOF RUN-OFF0` PROPOSED 8'DIA.X 4'DEEP DRYWELL WITH OPEN GRATE , i�P��QpSQe °S 1�.8 `4 DRAINAGE CALCULATIONS AS PER ARCHITECT �� ���'/e� Q�o� o� �oo� O EXISTING IMPERVIOUS LOT COVERAGE ���5P 10'1; Q�`°� DESCRIPTION AREA (SQ.FT.) LOT COVERAGE p6 �O�O HOUSE_ 1 692 SQ.FT. 8.8% _ OQ`�P� DECK _ 184 SQ FT. ---- 0.9% SHED 320 SQ.FT. 1.7% �O�� Q GP ��1�s �� ,••�r��F��cP`a� I RO° I / F 'T MA SONRY WALK 86 SQ.FT -0.4% 5�P /. \ / / / TOTAL 2,282 SQ.FT. 11.8% � PROPOSED IMPERVIOUS LOT COVERAGE G�k� DESCRIPTION AREA (SQ.FT.) LOT COVERAGE(%) o HOUSE 2,486 SQ.FT. 12.9% PORCH 90 SQ.FT 0.5% DECK 874 SQ.FT. 4.5 -- i ti O� POOL 39 SQ . 2.0 /o ---- - 2��/ti ��`F � ` _� // V'�g TOTAL 3,842 SQ.FT. 20.0% 'ro G' ` �! cF �3• �� I , ° /' �q�ti -- - ---- < LOT COVERAGE CALCULATIONS AS PER ARCHITECT � Poda .0 L/ * eI� F % 2 �' P4, q F ? �\ // �'1- PROPOSED CONC. RETAINING WALL DETAIL \``� / k ° a \\ ,� °* (NOT TO SCALE) A o .� � Q �QJ OL Qp \ > �FO SFpT \ FINISHED GRADE 8.0' '22 /NG ^4Q°'9N/V <04 80 DO '94 X41 op/11 �'92q�Qhq/VC D ; Cl F No.4 REBAR 2'0.C. " PO 0S /)\ <t p5rye Q Bim,a2,� @ No.4 REBAR ��� Y�(�AeFo�o�' \ '8�- p @ 2'0,C.. 5 ' +X'- // ���\��fl���.9T / O� <�C3 "4000 _ 6�� / / L,9\\k4FOFc / �/ ��(`� Z � POSTS-STEEL, T OR U SHAPE TYPE oFq oc CoA I O lV .4z- FINISHED \ OR 2"HARDWOOD MEMBRANE WATERPROOFING FINISHED GRADE 4.0 /�F, \ 1/ /!i + CTQ �� Q F ` �" FENCE-WOVEN WIRE 14.5 GAUGE SEPTIC SYSTEM SIDE -V / BOO°e0 =� // �/ cR \V -� �OV�!/� 0� 6"MAX.MESH OPENING FILTER CLOTH MIRAFI 140N OR APPROVED EQUAL + o w 36"MIN.FENCE POST- o 2 Z 3 8 �� /FoFny pRtlop b __{77-1- /� s ��TO � ��"/� Tom. y� , gpw�pA�r v. - -�y �c� Q �� / O \V `�' p / r / Z�° of s �F Rr '� \ NOTES: UNDISTURBED GROUN aV° o�OvoF Frgr�2 / / '� \ �p FLOW IN. 14 112 GAUGE MAX.6- No.3 REBAR 12"0.C. o /� S91 O��/�j\ ` Tq ORS ^'*�� c�; `\ MESH SPACING)WITH FI1. WOVEN WIRE FENCE LER CLOTH OVER FENCE ' I ,O L'� G o°° -- COMPACTED BACKFILL o F 2. FILTER CLOTH TO BE FASTENED SECURELY TO 79 / WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" -6'X6"TRENCH m D � 2„ S�` � A� 2" � � � Q AT TOP AND MID SECTION. N CLOTH 6" Z �/� \\ vT INTO GROUND 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN A EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. - --- 4. MAINTENANCE SHALL BE PERFORMED AS V No.3 REBAR @ 18"0.C. �. NEEDED AND MATERIAL REMOVED WHEN"BULGES" 1'. �Y DEVELOP IN THE SILT FENCE. SECTION 3,_0., ' /Ajp' CO4'C F dol WOVEN WIRE FENCE(MIN. 14 1/2 GAUGE MAX.6"MESH SPACING)POSTS(TYP.) 36"MIN.FENCE POSTS.- �° 6 MIN INTO THE 10'MAX CENTER TO CENTER DRIVEN 1 " SURVEY OF GR DESCRIBED PROPERTY r,, BOARD OF -1 RUSTEES LL MAR - 3 _ k T®VOdG� OF SOUTHOLD - Jg SITUA TE A T � _ _ - _ LLT E CE U_ MATTITUCK DATE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T M.DIST.: 1000 SEC.: 123 BLK.:04 LOT.'5.1 \ 6"PENETRATION INTO GROUND - ------ ( SECTION) 10 5 0 10 20 30 40 50 60 70 --- SCALE I"=20' DATE:ARPIL 15, 2016 ELEVATION CERTIFIED TO:CHRISTOPHER AUSTIN SILT FENCE DETAIL ELIZABETH AUSTIN FIRST AMERICAN TITLE INSURANCE COMPANY MORGAN STANLEY PRIVATE BANK 24"0 COMPONENTS THIS ACCESS ONLY PROPOSED _SEPTIC SYSTEMDETAIL 20"0 HDPE SECURE HEAVY COVER BY POLYLOC JOB N0.:2016-133 QF M� (NOT To SCALE) MAP NO.: t �- 2.0" SAFTY SCREEN BY POL(LOC (TYP.) FILED.: 5�`� ! Oar HOUSE 12 x 12 POEYL_OK D-BOX REVISIONS: s� ' `� ELEV. 10.0' \ W PDB-12 RISER AND FINISH GRADE UPDATE RECERTIFY �, . ti _ MANHOLE FINISHED GRADE ROTO-FLOW 3050-4 LEVELERS ELEV. 8.0' REV.WETLAND LABEL I ! ELEV. 8.O' FLAGGERS NAME 2128122 TO GRADE WITH LOCKING COVER �r1L I PLO PROP. SED SITE PLAN LOC.,ADD NOTES AS PER q y p � OUT _� - PLOTADJOINING DWELLING LOCATIONS 7/22/22 REV � - --- PLOT PROPOSED SITE PLAN LOC., , -- TO o ' MIN. P EL 6.4' TRUSTEES 11/10/22 tl j �_ -- - 8 TRAFFIC RATED EASEMENTANOIRSUEURFACE APPROVED PIPE REV.PEER LINE&WESTERLY I srRucruRES RECORDED OR A„ f 'R, „� t" UNRECORDEDARENOTGUARANTEED INV. EL. COVERED DECK&BALCONY 11/14/22 ,��.��� 4+„�I, f ^1: UNLESS PHYslcau EVIDENTATTHE IYl I n. PITCH 1/4"/1' C LEACHING ADD UPLAND AREA,REVISE POOL&REAR PORCH, ^. nMEOFsuever _ A OWTS TANK LAVER LEA HG LEA ~" _ 6.5' N EL. 6.0 / GALL Y GALLEY N REV.COVERAGECALCS1211322 ` p a °ii'� THPOFFSRTlOROIMENSIONSISHOwrv- ELEV. 5' - --- I' 3' CLEAN REV.AS PER ARCH PLANS 2223 7''s„ `•-'* HEREON FROM THE STRUOTHRES TO THE FUJI CLEAN CEN-7 - PRoPERTYONESAREFORASPEaFIcINV. EL. S.9' TREATMENT SYSTEM O SAND ADD FILL CALC.211323 ""'"" IPUacnSEANDUSEANOTHEREFORE INV. EL. 6.1'j INV. EL. 5.4 REV.BUFFERS AS PER SOUTHOLD TRUSTEES 211623 AN NOTINTENDEDTOGwDETHE -INVERT COLLAR ERECTIONQFFENCES,RETAINING INVERT REV.BUFFERS AS PER SOUTHOLD TRUSTEES 223/23 WALLS,POOLS,PATIOS PLAN- -- -- JEFFREYW HADERER L.S. AREAS, DDITIONS TO BUILDINGS ELEV. 5.7' ELEV. 5.6' ° NYS LIC. NO.:050538 ;ANEANYOTHERCONSTRUCTION o UNAUTHORIZED ALTERAPBNORAMEON - D Z ' SECTIOTOTHIN TH IOLATIONOF --' "- SECTION]2090F THE NEW YRN STATE EDUCATI-w COPIES OFTHISSURVEYMAPNOTSEARING - - - _ -- THELANDSURVEYORswREDSEALR -_ 8' 6' MINIMUM PENETRATION IT EXPECTED GROUND WATER EMBOSSED SEALSHALLNOTBE CONSIDERED TWINFORKS TO BEAVAUDTITLECRv BOT. EL. 6.2' LANDSUR VEYING CERTIFICATIONS INCOATEDHERON S-LRUN SEE SEPARATE ENGINEERING PLANS AS PREPARED Bv INTO A VIRGIN sTRATA ELEV. 1.9' <, 81".AN,ISGR.�,"�t;IIWY,"II' r.', oN-TO BEEPERSGNHISBE-T THE SURVEY CHARLES M. THOMAS DATED 9/15/22 FOR IIA SANITARYSYSTEM DETAILS of salvo AND GRAVEL GROUND WATER PER TEST HOLE !8R W.MONfRUK IIIG[IWAY,LIMA6 S PREPARED ANDON HIS BEHALF TO THE IfAM71°N/lAYS;NEW YOlIK II946 ISIE11OMPANY GOVERNMENTAL AGENCY AND ELEV. 0.9' lVJ 631-369-8312-11" 631-369-8313 LENDING INSTITUTION LISTED HEREON AND TO THN CER NIOAOF THE LENDING INSTI- eDIAPERORELEaRONIC, , BEARINml TDTIDNCERT NSTIDNSARENDTTRANSFENT APPROXIMATELY 380 CU.YD'S FILL REQUIRED FOR COPIES OF THE LAND SURVEYORSEO SEAL OR EMB SSEOSEALNSHALL NOTBE� VUTIONAL INSTINTIONS OR SUBGEOUENT- SANITARY SYSTEM&SITE GRADING CONSIDERED TO BEA VALID COPYANO SHALL NOT BE USED FOR ANY PURPOSE. O��S1lFFO(��oG Glenn Goldsmith, President ,�� � Town Trustees A Nicholas Krupski, Vice-President y 54375 Route 25 Eric Sepenoski P.O. Box 1179 Liz Gillooly yy® aol� Southold, NY 11971 Elizabeth Peeples �l ' ' Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: CHRISTOPHER & ELIZABETH AUSTIN c/o COLE ENVIRONMENTAL Please be advised that your application dated September 30, 2022 has been reviewed by this Board at the regular meeting of February 15, 2023 and your application has been approved pending the completion of the following items checked off below. xx _ Revised Plans for proposed project- Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1 It Day of Construction ($50.00) '/z Constructed ($50.00) x Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) 30-Year Maintenance Agreement (complete original form enclosed and submit to Board of Trustees Office) xx The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 50.00 BY: Glenn Goldsmith, President Board of Trustees r 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management March 02, 2023 Attn: Elizabeth Cantrell Senior Office Assistant Town of Southold Board of Trustees 54375 Route 25 PO Box 1179 Southold, NY 11971 Re: Updated Plans and Landscape plan Chris& Elizabeth Austin 2200 Deep Hole Drive Mattituck, NY 11942 Dear Diane and Elizabeth, Please find the enclosed updated site plan and landscape plan. (4 Copies) Should you need anything further, please let me know. Sincerely, Chris Cole Cole Environmental Services, Inc. MAR - 3 2023 i { p� www.ColeEnvironmentalServices.com 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management February 27, 2023 Attn: Elizabeth Cantrell Senior Office Assistant Town of Southold Board of Trustees 54375 Route 25 PO Box 1179 Southold, NY 11971 Re:Trustees Final Inspection Fee Chris& Elizabeth Austin .2200 Deep Hole Drive Mattituck, NY 11942 Dear Diane and Elizabeth, . Please find the enclosed final inspection fee check#523 reflecting the above property. We have informed the client of the recording of the covenant, and are aware of the process. Should you need anything further, please let me know. sin -erel y, MAR 2 2023 Amanda MacDonald ; 631.369.9445 Project Cccrdinator Cole Environmental Services, Inc. www.ColeEnvironmentalServices.com Glenn Goldsmith,President M ��Osu��(CO Town Hall Annex A.Nicholas Krupski,Vice President 2 54375 Route 25 Eric Sepenoski o ,? P.O.Box 1179 Liz Gillooly �y • o��t Southold,NY 11971 ElizabethPeeples � �� '` Telephone(631)765-1892 Fax(631)765-6641, Southold Town Board of Trustees Field Inspection Report D.ate/Time: *4's Completed infield by: L•.G ��oo� 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 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: k Chapt.275 Chapt. 111 other Type of Application: x Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: rev%*# Z01 tiO s e C-f yr IC S� SSf d✓l. • 2 q Present Were: KG. Goldsmith X__N. Krupski E. Sepenoski L. Gillooly Inc E. Peeples 425 Montauk Highway M... East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management February 13, 2023 Southold Town Trustees 54375 Route 25 E81 '1 3 2023 � P.O. Box 1179 ' Southold, NY 1179 Re: Updated Project Description Based Chris & Elizabeth Austin 2200 Deep Hole Drive Mattituck, NY 11952 Existing house, foundation, and shed to be removed. Proposed 2 story±39.5' x±65' irregular house to be constructed with ±15.8'x±7.7'front porch, ±30.6'x±22.5' attached garage, and pervious driveway. ±5'3" x±18' second story rear balcony to extend over±22.5'x±65' irregular rear deck. Additional ±5' x ±22.7' area of deck to be covered. ±14 x±28' pool to be installed. Pool to be±8' deep. Pool and deck to be elevation 9.5. Stairs from deck to be ±5'x±6' and have pool safety gate. Pool to be connected to drywell as noted on plans. Native vegetation to be planted along seaward side of pool and deck. Front yard to be regraded within retaining walls. ±105' retaining wall to be installed ±4' off western property line, perpendicular to the street. Area between retaining wall and property line to be vegetated. Top of retaining wall to be±4.2' at seaward terminus. ±100' retaining wall to be installed along eastern property line. ±20' retaining wall to run parallel to street and connect with house as shown with stairs for access to rear yard.Top of retaining wall not to exceed 18" above grade, bottom of retaining wall to be ±5.2'. Native vegetation to be planted along seaward side of retaining walls running parallel to street. ±380 cubic yards of clean fill to be used. Rain garden to be installed by terminus of western retaining wall. 5'x 50' native vegetated buffer to be installed along western property line as shown. 5'x 65' native vegetated buffer to be installed along eastern property line as shown. 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. 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. Floor of crawl space to be at elevation 4'. Existing 10' non-turf buffer to remain. www.ColeEnvironmentalServices.com Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Friday, February 10, 2023 8:39 AM To: 'Kate Rummel'; DiSalvo, Diane Cc: Chris Cole Subject: RE: Updated Site Description- 2200 Deep Hole Drive-Austin Good Morning, Regarding the Austin application at this time the Board is requesting that the written project description include the new proposed amount of fill that will be needed for the proposed project using the latest revised plans. Please submit an updated revised project description by end of day Monday in order to be heard at Wednesday's public hearings. Thank you. Senior Office Assistant Town of Southogd Board of Trustees OfEiceo 6.31-765-1€92 Email.: eliz�i.bethc@sot:i.thol.dtownny.gov From: Kate Rummel<kate@coleenvironmentaIse rvices.com> Sent: Monday, February 6, 2023 2:57 PM To: DiSalvo, Diane<diane.disalvo@town.southold.ny.us>; Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Cc: Kate Rummel<kate@coleenvironmentalservices.com>; Chris Cole<chris@co lee nvironmenta Ise rvices.com> Subject: Updated Site Description-2200 Deep Hole Drive-Austin Hi Diane and Elizabeth, Please see the attached updated site description for 2200 Deep Hole Drive Mattituck, NY 11952 for Christopher and Elizabeth Austin. Kindly confirm receipt of this email,thank you! Best, Amanda MacDonald Project Coordinator Cole Environmental Services, Inc. 425 Montauk Highway East Quogue, NY 11942 631-369-9445 CES Website Facebook ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i LANDSCAPE PLAN F� NATIVE VEGETATED AREAS TO BE PLANTED WITH A MIX OF NATIVE SPECIES LISTED BELOW MYRICA PENSYLVANICA-BAYBERRY BACCHARIS HALIMIFOLIA -GROUNDSEL BUSH �,•/, i' / , I I / `' VIBURNUM DENTATUM -ARROWWOOD VIBURNUM HYDRANGEA QUERCIFOLIA -OAK LEAF HYDRANGEA X SCHIZACHYRIUM SCOPARIUM-LITTLE BLUE STEM ANDROPOGON GERARDII-BIG BLUESTEM p // _ '0 NOT TO SCALE PANICUMVIRGATUM -SWITCHGRASS {� ' _ �~ k f DESHAMPSIA FLEXUOSA -CRINKLED HAIRGRASS BOUTELOUA GRACILIS-SIDEOATS GRAMA MUHLENBERGIA CAPILLARIS -PINK MUHLY GRASS JJ 11 ?I CAREXPENSYLVANICA -PENNSYLVANIA SEDGE � � , a ` ti =T f 2200 DEEP HOLE DRIVE ERAGROSTIS PECTINACEAN -PURPLE LOVE GRASS Ae J . _ MATTITUCK, NY 11952 t ` ` // 4SCTM NO.: 1000-123-4-5.1 RAIN GARDEN TO BE PLANTED G' �F ~1 `® JJ ( �\� \ k! LOT AREA: 20,620 SQUARE FEET=4,734 ACRES WITH NATIVE,NON-FERTILIZER DEPENDENT VEGETATION. SEE CROSS SECTION FOR \ J/ 'C, ADDITIONAL DETAILS. ?iar vw Q! I� � 1111 `` THIS IS A LANDSCAPE PLAN BASED ON A SITE PLAN D �C 1J 5'X 50'NON-TURF BUFFER TO r I �'_ I / J o' 1v PREPARED BY. BE PLANTED WITH NATIVE, NON-FERTILIZER DEPENDENT TWIN FORKS LAND SURVEYING FEB8 2023 VEGETATION J i 188 W MONTAUK HIGHWAY, UNIT E3 HAMPTON BAYS, NY 11946 Southold Town 10'NON-TURF BUFFER "p� Board of Trustees TO INCLUDE AREAS OF SAND AND AREAS OF NATIVE,NOW + i q �/ ��+„ LANDSCAPE PLAN PREPARED BY: FERTILIZER DEPENDENT .61, VEGETATION i �� -v � � I. COLE ENVIRONMENTAL SERVICES ON FEBRUARY 4, ,�<rJ 2023 AREA TO BE SAND `• / \ f \ i - SEAWARD SIDE OF DECK,POOL, Br J r� � AND RETAINING WALL TO BE O ' �eav �` / • —°—`+— PLANTED WITH NATIVE,NON- �� �� h_ 3 ��FERTILIZER DEPENDENT VEGETATION y� 5'X 65'NON-TURF BUFFER TO AREA TO BE SAND BE PLANTED WITH NATIVE, , n �4 NON-FERTILIZER DEPENDENT VEGETATION CROSS SECTION OF RAIN GARDEN R EC EC WE F F B - P; 2023 Southold Town Board of Trustees T +�' 6 1 EXISTING GRADE RAIN GARDEN TO BE PLANTED WITH A MIX OF THE NOT TO SCALE FOLLOWING NATIVE, NON-FERTILIZER DEPENDENT SPECIES: LIMIT OF EXCAVATION ACHILLEA MILLEFOLIUM-COMMON YARROW ECHINACEA PURPUREA - EASTERN PURPLE CONEFLOWER AQUILEGIA CANADENSIS-RED COLUMBINE ASCLEPIA TUBEROSA- BUTTERFLY MILKWEED SCHIZACHYRIUM SCOPARIUM-LITTLE BLUE STEM RAIN GARDEN TO BE PYCNANTHEMUM VIRGINIANA-VIRGINIA MOUNTAIN MINT PLANTED WITH NATIVE, SYMPHYOTRICHUM NOVAEANGLIAE- NEW ENGLAND ASTER NON-FERTILIZER DEPENDENT VEGETATION 2200 DEEP HOLE DRIVE CROSS SECTION PREPARED BY: MATTITUCK, NY 11952 SCTM NO.: 1000-123-4-5.1 COLE ENVIRONMENTAL SERVICES 425 MONTAUK HIGHWAY LOT AREA: 20,620 SQUARE FEET=4,734 ACRES EAST QUOGUE, NY 11942 UPDATED 02.04.23 - TEST HOLE DATA (TEST HOLE DUG BY MCDONALD GEOSERVICES ON SEPTEMBER 9, 2022 EL. 6.0' EXISTING CONDITIONS DARK BROWN LOAM OL BROWN SILT ML 3.0' + ++ F BROWN SILTY SAND SM 4.0' b, FocF EL 09' BROWN FINE SAND SP .tRO 0 q GROUND WATER a 5.1 Cc � �FjOT,� �.91� 9LF 4 Sz WATER IN BROWN FINE SAND SP 13.0' 40 Qp Op5 S��` QO s\ �Q , e!o Fac syo�iF \!,d \ STONE l�D L \ D 4!l O 3 / \/� O S� tom• �O°P<<4 C / O OO��V� O ,Q TO �� st °C /// �,,, coy a` ti OO `�'1 FN�e �e Jti 1 �qY �Y Q� Al IV GING \ // �� �Oa� 4`q F`2 o qN OD20#`28�rNG o A� hq �o hD tiT FrG�F / / /��\ \I �� � F�000 '90 \ I O N �/0ti� p���Q�4 40 �_ __ �l Iv � OC/r \ \F9OO NO�s 94, 0 G FFR 4 or. \ - 41< .I ASF "'04! s A! O LOT AREA:20,620 SQ.FT. =.4734 ACRE �� UPLAND AREA: 19,182 SQ.FT- ELEVATIONS HEREON REFER TO NA VD 1988 FLOOD ZONE BOUNDARFIES HEREON AS DEPICTED ON THE F.E•M.A. FLOOD INSURANCE RATE MAP MAP NO.:36103CO482-EFFECTIVE DATE:SEPTEMBER 25, 2009 \ NOTE: PROPOSED SITE PLAN ALL AREAS OF NATURAL BUFFERS NOTED ARE TO BE NON-TURF BUFFERS WITH NATIVE, NON-FERTILIZER DEPENDENT VEGETATION.ADDITIONAL DETAIL CAN BE SEEN ON LANDSCAPE PLAN. DRAINAGE SYSTEM CALCULATIONS: ROOF AREA:3,998 sq. ft. 02 3,998 sq. ft.X 0.17=679.6 cu.ft. 679.6 cu. ft./42.2= 16.1 vertical ft. of 8'dia.leaching pool required PROVIDE(3)8'dia.X 2'high STORM DRAIN POOLS �,c�'�� Fc O� PROVIDE(1)8'dia.X 4'high STORM DRAIN POOLS WITH OPEN GRATE F PROVIDE(3)8'dia.X 4'high STORM DRAIN POOLS 0��9GF ����TF� *16.1 vertical ft. of 8'dia. leaching pool required. 22.0'vertical ft. supplied. 2GF NOTE:ALL ROOF AREAS TO BE PIPED TO DRYWELLS // q9o, 18 ^ PROVIDE 3'--0"COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN ZIP PROPOSED 8'DIA.X 2'DEEP DRYWELLS FOR ROOF RUN-OFF ✓/ PROPOSED 8'DIA.X 4'DEEP DRYWELLS FOR ROOF RUN-OFF 9`` ,P@� / ary" ��� PROPOSED 8'DIA.X 4'DEEP DRYWELL WITH OPEN GRATE r DRAINAGE CALCULATIONS AS PER ARCHITECT EXISTING IMPERVIOUS LOT COVERAGE h _ Qy off\ DCESCRIPTION AREA -(SQ._FT.) LOT COVERAGE(%) QO�0 &�` HOUSE_= 1 692 S .FT. 8.8% - _ _.. DECK 184 S .FT. 0.9% / SHED 320 SQ.FT. 1.7% Ro MASOIVRYWALK 86 SQA \piI // cc�8 F� �lOcrlyAM TOTAL 2,282 SQ.FT. 11.8 d3' - �. QV�� � o ! N PROPOSED IMPERVIOUS LOT COVERAGE DESCRIPTION- AREA (SQ.- LOT COVERAGE(%) C 'f 00� ° •�' '^` • oo�, •>' i O 6 _.-.HOU_.SE -_ 2,486 SC�.F_T. 12.9% �°Q� °5`�, PORCH, 90 SOFT 0.5% A_ � AF / DECK 874 3Q.FT. 4.5% _ /y q POOL 392 SQ.FT. 2.0% #��� // a' _ TOTAL- 3,842 SQ.FT. -- - .20.0% ��Q�'Lc ASF! / \,\J '�Yl I O Coq G P y. A� ` y�y y�tv� ,• Q FO.�� LOT COVERAGE CALCULATIONS AS PERARCHITECTop�N R\ 00� ��o O�Iy °Rc o \ Q 169 ,_ //�E r� ''+ 9� 'So- ti '2o- yeses%'U qF�e PROPOSED CONC. RETAINING WALL DETAIL \� (NOT TO SCALE) 4. \ �� //>+ C A aFFIyE lFrR L ?V i c�9Y 8" \ �� P� / I o�yoiO I 1„��1�/ hry 'a�. � / •5 QeGe Q� �`'o� 2 FINISHED GRADE 8.0' --o - -- o" °l` x - /� F g`° 9°rsFo'` B/ F��o,gN�ZONc�2 /NG s' 00 U'9 F y� C Cy X ° �.- No.4 REBAR @ 2'O.C. Ae\ No.40REBAR \ ° ��OJ * \ SFOAy - e�^���� _ �� .�.�/ O< PACE! \ q4 @ MEMBRANE WATERPROOFING ° FINISHED GRADE 4.0' ♦/yF _� 9ooT scr F�GFFR ///� // 9�F �oO I V pJz,`�4 020 \\\ POSTS-STEEL,T OR U SHAPE TYPE SEPTIC SYSTEM SIDE v otiq cFRF,� / + F,4F =� OR 2"HARDWOOD - \ D i �000eo9ZF zR / lr0 FENCE-WOVEN WIRE 14.5 GAUGE 6"MAX.MESH OPENING FILTER CLOTH-MIRAFI 140N D cOIF�OBO __`y, I/ °gAoFFOT + /I \/ -- OR APPROVED EQUAL + ---- sFp�cFo 36"MIN.FENCE POSE p 8„ L/�1 \ rcli J_ p No.3 REBARa 12"O.C. ° S�9Q ��Q oeG` ,�N� / �j��"� \\\ NOTES: UNDISTURBED GROUND--\ FLOW y7 , /s°POET�c'LRF ^jam / ?P O� \ 1. WOVEN WIRE FENCE(MIN. 14 1/2 GAUGE MAX.6" '`0 _ ��3� OC �G FF 4 gyNoke� / ry MESH SPACING)WMTH FILTER CLOTH OVER FENCE.------ -( ° O F �� q°oToscgoFOF�TFR / °°° COMPACTED BACKFILL 2„ 77, 1glo A�q�o FR / 2. FILTER CLOTH TO BE FASTENED SECURELY TO `_--6'X6" S�` \ Frgq�FOR / A WOVEN OP AND D MID SECTION TIES SPACED EVERY 24" TRENCH ° v�Q EMBED FILTER � 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN CLOTH 6"MIN D ° P °osTI)- EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INTO GROUND INCHES AND FOLDED. No.3 REBAR @ 16"O.C. F�. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED VWEN"BULGES" - 3,�„ 1 ��' DEVELOP IN THE SILT FENCE. SECTION oc �Ob WOVEN WIRE FENCE(MIN. 14 1/2 GAUGE MAX.6"MESH SPACING) /00 POSTS(TYP.)---\ 36"MIN.FENCE POSTS. SURVEYOF •', � 10'MAX CENTER TO CENTER __ DR VEN GROUND 6"MIN.INTO THE DESCRIBED PROPERTY -__- SITUATE A T ILT E CE W Igo MA TTI TUCK - 1 - - OWN 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 I"=20' DATE:ARPIL 15, 2016 i ELEVATION CERTIFIED TO:CHRISTOPHER AUSTIN E k V ELIZABETHAUSTIN ..: SILT FENCE DETAIL FIRST AMERICAN TITLE INSURANCE COMPANY ! i d MORGAN STANLEY PRIVATE BANK f FEB 6 2023 . o� 24"0 COMPONENTS THIS ACCESS ONLY PROPOSED SEPTIC SYSTEM DETAIL MA N0.:2016-133 F 20"0 HDPE SECURE HEAVY COVER BY POLYLOC MAP NO.: pF NE (NOT TO SCALE) FILED.: �Q,C wY0 20" SAFTY SCREEN BY POLYLOC (TYP.) REVISIONS: 5 �`I W. h'q HOUSE 2 x 12 POLYLOK D-BOX na..._...._.aa� _ UPDATE&RECERTIFY (�`_ rL• �s '`.... -_:::_ ELEV. 10.0' ADD TOPO12122 (t =-- MANHaLE W/ PDB 12 RISER AND REV WETLAND LABEL <Ij - FINISHED GRADE - FINISH GRADE ELEV. 8.O' ROTO-FLOW 3050-4 LEVELERS ELEV. a.o' FLAGGERSNINGDW822 * CLEANOUT FO GRADE WITH LOCKING COVER PLOT ADJOINING DWELLING LOCATIONS 72222 , PLOT PROPOSED SITE PLAN 92722 `: REV.PROP.EAST RET,WALL LOC.,ADD NOTES AS PER - TOP EL. 6.4' TRUSTEES 11/1022 _ _--, _ _ - -.- 1' MIN. REV PEER LINE&WESTERLY � EASEMENrANOgR SussuRFACE (//J � r-� ��j" TRAFFIC RATED �/ O4' STRUCTURESORUARENOEGOR /' APPROVED PIPE _' COVERED DECK&BALCONY 11/1422 UNREcoPDEDARENoVIDENT-E / - UPLAND AREA,REVISE POOL&REAR PORCH, �/ UMESS PHYSICALLYEv�DENrar rHE INV. EL.- ADD min. PITCH 1/4"/1' /'+ /� nMEOFSURVEY. _ 6.5 / -_ _ LEACIH II G LEA(.- NG- REV.COVERAGECALCSI2/1322 O• rHEOF"11RNMfNSION5J-OWN _ GALLt-7' _ _ GALLEY N REV AS PER ARCH PLANS 2223 S T %IN � EL. 6.0 A OW IS TANK INVER FQr �. �s HER EONFROMSA,T"Es,OcruREsro HE c FUJI CLEAN CEN-7 ELEV. 5' �'4kY PROPEftTYLINESAREFORASPELYFIC INV, E-. J.9 - - -- (( CLEAN AR tVOEANDUSE ANOTHEREFORE _ 0 J CLEAN „- ARE701VOFNDECES,RE ETRE NV. EL. 6.1'- TREATMENT SYSTEM NV. EL. 5.4' 0 SAND WALLS,POOLS. FENCES,RETAINING .--I N V E R JEFFREY W. HADERER L.S. WALLS,FODITI PATIOS,PLAN NG AREANYOTIERCONBUILDINGS ELEV. 5,�' INVERT D --- COLLAR ANOANYOTHER CONSTRUCTION NYS LIC. NO.:050538 - -- - --- E LEv. 5.6' TO THIS SURVERISED ISAALIVIOLATION OR ADDInoN .. ... - z N TO THIS SURVEY IS A VIOLATION OF SECTIONrN990F nlENEW YORH 6TATE p EOUCAnON LAW. THE LAND SURVEYORS INKED SEAL OR - -- - HIGHEST E/�P E I.T E D GROUND V'/A E R EMBOSSED SEAL SHALL NOT BECONSIDEREO _ 6' MINIMUM PENETRATION 7'WINFORKS ro SEA VALID nrLE coag caNnsUxvE Nc __- SEE SEPARATE ENGINEERING PLANS AS PREPARED BY BOT. EL. 6.2' INTO A VIRGIN STRATA ELEV. 1.g' _ CERTIFICATIONS INDICATED NERON SHALL RUN „ ONLY TOrHEPERGVERNORWHOM LAGENCSORVEY CHARLES M, THOMAS DATED 9/15/22 FOR 1/A SANITARY SYSTEM DETAILS OF SAND AND GRAVEL GRouND WATER PER TEST HOLE. I.c 188 W,MONTAI/KHIGHWAY UN7 E.7- IIS PREPARED ANDON HIS DEHALF TO THE HAMYH7N8A.YS,NEWYORK 11946 TENaNGMPANY,GOVERNMENTAL SON AN AND /VJ 631-369-8317-/f/R31-,769-8313 LENDING INSTITUTIONLISTEO HEREON,ANO L �1 NION.0 IGNEESIONSARENLOTTI SF ELLV. 0,9 EN211'[wlN0rk512M1.SNIi4' 2A"D.NRI tUTION.CERTIFICATIONS ARENDT TRANSFERABLE COPIES OF THIS SURVEYNAP,EITHER PAPER OR ELECTRONIC,NOT BEARING TOADOITIONAL INSTITUTIONS OR SUESEQUENr THE LAND SURVEYORS RLRED SEAL OR EliBOSSED SEAL SHALL NOTBE OWNERS. CONSIDERED i08EAVAW COW AND SHALL NOTSEUSEDFORANYPORPOW. - --'----- SITE PLAN OF PROPERTY SITUATED AT MATTITUCK TOWN OF SOUTHOLD ARCHITECT SUFFOLK COUNTY, NEW YORK S.C. TAX No,- 1000- 123-04-5. 1 REVISIONS D E S C R I P T 1 0 N SCALE 1 "=20' 24.0 COMPONENTS THIS ACCESS ONLY PROPOSED SEPTIC SYSTEM DETAIL 20"0 HDPE SECURE HEAVY COVER BY POLYLOC 20"SAFTY SCREEN BY POLYLOC OYPJ APRIL 15, 201 A PO �' (Nor ro SCALE) JANUARY 21, 2022 ADD TOPO HOUSE 12 x 12 POLYLOK D-BOX FEBRUARY 28, 2022 LOCATED FLAGGED WETLANDS °�" W/ PDB-12 RISER AND FINISH GRADE MANHOLE FlNISHm GRADE JULY 22, 2022 PLOT ADJOINING DWELLING LOCATIONS /,' FINIS I ROTO-FLOW 3050-4 LEVELERS ELEV.B.o' 1� cLrnNDur TO GRADE WITH LOCKING COVER AREA = 20 620 sq. ft. TOP EL 6.4 1' MIN. /� INV, APPROVED PIPE me B"TRAFFIC RATED min. PITCH 1/4'/1' INV. EL 5.9' FWI CLEAN CE-7 ELEV. .C.- 3' CLEAN 8.5' EL 6.0 I/A OWTS TAN P' INVERINV. EL. 6.1' TREATMENT SY EM I SAND WERTIELEV.LZ NVERT INV. EL 5.4' COLLAR 0 0.4734 ac. 5 ��"Fey RES - - - - - - - - - - - - ' UPLAND AREA- = 19, 182 sq. ft. �P o �e/ ��cN° w \�pN (UPLAND AREA- AREA OF LOT �, $ N PRS 6EPN cP o BOT• EL. 6.2' 6'MINIMUM PENETRATION HIGHEST EXPECTED GROUND WATER ® \1 G INTO A VIRGIN STRATA ELEV. 1.9' DEDUCTING AREA OF WETLANDS) 40, 2' PV'eE�� °Po• p RP�REO OF SAND AND GRAVEL ERE UNOD9WATER PER TEST HOLE O `Z l •1��� EPS O�O RE �PFF\ C� - 1 a N�� FUJI CLEAN CEN-7 1/A OWTS SYSTEM - (NOTES) pl ppVE1LN �' \� QRS 10 SMP pPg .CPe�(. TREATMENT SYSTEM 1. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 6 BEDROOM HOUSE IS 880 GPD. THIS SITE PLAN HAS BEEN PREPARED -w GP�op0\��pNO PoNa PRS \SHAPTER 5 ER P o,L USE:(1) FUJI HOUSE. CEN-7 TREATMENTSYSTEMsY"S1EG IA 7°0 GALLONS 650 GALLONS PPERER D Y 3.ALL ASIDFT MIN. S SWILLB BE SFV ED SU E FUJI CLEAN CEN-7 O TANK S�NWAND ATER TIGHTFOR. SHALL THIS BE 1W NG Nm 00 USING THE INFORMATION FROM THE I ' °�pN° OR c\PM• Cps-'�eK12��° °�P \ 5.1/A SYSTWITH EM MUSE BE ENDORSEMENT 4.INSTALLER MUST HOLD A CURRENTLIQUID HUIIT WASTE LICENSE PURSUANT BOARD OFCHFV IN SURVEY OF JEFFREY W. HADERER, LAND > ctmc \ , - to � o. F3� cPs� .x�2 �� P��RS ACCORDANCE TOARICLE,9. �� PRE S 0 12 gpX A LEACHING GALLEYS (8) B.OWNER SHALL EXECUTED OkP CONTRACT wrrN THE MA HTENANCE PROVIDER As PER SURVEYOR FROM JEFFREY W. HADERERI '�"e \ a a \ p pr\ p� Q 7.VENT I/A WITH A MIN Z'DIA PPE TO THE EXTERIOR SIDE OF RESIDENCE AND TERMINATE 16 O a °' PROPQ\0V� 30`' yER0 1 BILEACHIN LEACHING SYSTEM GALLEYS (5.5'x4.75!)40 sq tt DEWALL AREA OR E�SOR OJE GRADE W1H A CARBON FILTERED DENCE LOCATED 3 FT FROM ANY WINDOW LAND SURVEYING P.C. DATED APRIL 15, EL:g \ \\ \�j °�`` Cp Gp``` ,` O ; ` 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCE CONCRETE OR EQUAL) B.ELECTRICAL CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE W VIEW OF THE T O i \``G P\� 1Y5 \\C / LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. 2016 __ V \� o�° oc, N OPS SSP / 9.PANELMSHALL¶MEET(NEMA)4X ATE SEALS ONS. AIL�tFL d p 3.ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQ AL). 1D.CONDUIT SIi4L1 HAVE APPROPRIATE SEALS TO PREVENT GAS INC MOISTURE FROM TEST HOLE DATA t.2 I - �� pN P,I R p 0E ` 4.A 10' mIn. DISTANCE BETWEEN LEACHING POOLS AND WATER UNE S LL BE MAINTAINED. REACHING THE CONTROL PANEL ' W 3 G� g\�O�,\. O\' / 5.AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND OWTS T K SHAH BE MAINTAINED. 11.SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL i ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN MID HEARD BY (TEST HOLE DUG BY MCDONALD GEOSERVICES. ON SEPTEMBER 9, 2022 2,15J'3a AV E I a. P PNS r''2%`\, OCCUPANTS OF THE RESIDENCE SERVED. p,NN�0�-pF 0 O A P`` // 12.ACCESSAERATOR OPENI OPENINGS. COMPONENTS SHALL BE ACCESSIBLE AND SEFMCEABLE FROM EL. 6.0' TO NEW o W Y _ M E (� \_ k - EER OL 71 DARK BROWN LOAM OL _^A�WAT��NE SI ATE N W 3 0 \ \OP, GpN Y1��v� LME /f ` �� \�� E NQS R b�pWER �``t��t / AERATOR MOUNTING CASDNC Cr.CONDUIT i:LI••V 3 - I 5 % d v P, \� / 0 WIRING PER MFGR. •;z .::; F�'D� `' _ e' 6 ` o 1p` p,NO ESN PNpuSE 120V AC. 10. 60 W. 15-AMP POWER SUPPLY 12-2 AWG WITH GNO IN 1'PVC CONDUIT '•�, S' '' BROWN SILT ML K UNUCJ��""ND O" w o y� 1�E �,. 0\PO �° �� t _� rn TEST HOLE z 1 \ C\ NNE O E %"V \\( FUJICLEAN HARDWIRE •' ,�' 3.0' REMAF(tQF, CV LCA -0 6.O' c o �° ' 1 ,d O / o P``N\' V� �(�OV`C" CEN 7 CPOWTS �OL SERVICE U�."•- f M ` U PANEL ..+ +'•':+• p(��Q a 1, BROWN SILTY SAND SM `rtO •°" x"� d w w 3 pn` Ov {/'�y yF / ELECTRIC SERVICE + + %V YARD BE AT ��1= � � 2,•, �Y„% 5 :s IR BLOWER CONECTION 4.0' W NING W� cry I p'..'.6'.... oP�SFD P� \ / nn�1 a.o ,.b:...:...........:.:...:. pR R EL 0.9' BROWN FINE SAND SP QEVA11vn .gyp E Q a t \ YsS� SHALL BE�MIN, 24" BELOW GRADE ED ELEG RICAL POWER CONDUITS GROUND ROD GROUND WATER a. r1\v'AN L................. a3� �Y ° Fy 0 Q� .T"_K W 3t q1 .................� b �j' r1 , ✓ mz� / ;•d a 1� ��i 1 .••.-Lr.•.•.•.•.•.,.•.•.•.•.•..�•.•.•.•.0�.. .; O, ., `2 2..'.'. \ �y ELECTRIC ONE UNE DIAGRAM GAS 1 Ft ......, ... ....... 1�... �a��pY a 6 Fj..,,... 1 .' nf(( "�0. (NOT TO SCALE) e e WATER IN BROWN FINE SAND SP BE 4J "k, 4 • , • � RE[NN1NG WAIL" � • Y cj'*- LU A 'a GARAGE /� ""' %i' \ p1n•`"N���` AIMM/CONTROL PANEL CONTROL PANEL MOUNTED 13.0' \ �° W 3 O', :::::::::::::: S ............. \ t0.0 N \$ LOT 6 1 ..............�...'.'. ..'.'.1�j: C\'•'''''•'''•'•''''''•'••'••••••'•'•••••'•' SQ C�� ��C MDL#1041972 CONTROLER A' ON 4"X4"PRESSURE T [N(`,$MED c9 5•.....'.'.'.'.'.'.'.'.'.'.'.'..'...... �VSC•..'.'.'. 1141,��pSS1 5�• NOW OR FO�R1Mi•EKY OF MFG BY SIE RHOMBUS TREATED WOOD POSTS 1O �••" IY �y� ..'.'.'.'•'• ..•.•••••O �•••'• .1' YI.••glW� LEE PGI Cf\.7 AIR BLOWER LEGEND: .MC a( •.••....... Z ° , b. 8p. N\" O INSULATED WEATHER AC J� S�� 1[ ���C� ... ,...•. 2 / p� PUBLIC WATER RESISTANT BLOWER \/ A7C.I�Gv�T �' ,..'.;.'.O�O eC.O� t ..,......... / WPD• \U' V ENCLOSURE Y[ 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM LOT 4 SSE .'.'.'••PR .•.'.'.'6 N0j..::::::':'. ' EXISTING ELEVATIONS ARE SHOWN THUS:A•X ' 15 YP /`'' S\� NOW OR FORMERLY OF �o _ E in. / NOA � t0 F.FL - FIRST FLOOR O .,'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.r.'.'.'.'.'.'.'.'.'.'.'.'.'.^. G.FL. - GARAGE FLOOR LEONARDO SESSA en - PUBLIC WATER �, ��;•.•.•'•'•','•',','.'•'•'•'•' g O NN F011NDA o s AIR UNE TO W 2. MINIMUM 1/A OWTS SYSTEM CAPACITIES FOR 6 BEDROOM HOUSE IS 660 GPD. STEPppE �3'� $ ,11'1, U. Q7- FLU CLEAN aw15 FUJI CLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. DOWN �� ` - MINIMUM LEACHING SYSTEM FOR 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. pRDPOSED �TO Ag�DONED W.61 G W1 '••:••..�. 6 / // j/�\,F�' / / """ ELECTRICAL SUPPLY 8 LEACHING GALLEYS (8.5'x4.75') 2' DEEP NG VO 5U.DFIS _ \p,( y'.','.'.'.'. To BLOWER _ c;r PROPOSED EXPANSION POOL I a� ;• ,'�.,mer ' w `s ,' / e , \• '. .0.1 �DQO ELECTRICAL SUPPLY TOUCEJIBLOX owns LL] > C� �. .. POOL EQUI �� c °; ' �0K �N / �,� d l CONTROL PANEL do BLOWER � W ® PROPOSED LEACHING POOL �y>?,Df K I '�;�� c / C,`1J-,�cCES�F � �•(F, Q� G��t 2 � LIJ O Q\P°� FF1I Nor To SCALL) U)\ z S1RilC�DRE �'.`';t , / •9E���O�N �(a �j' r,Vc /_,' �,c(�E� \n. A 000 PROPOSED SYSTEM CLEANJI CEN-7 OifNDAT10N 13 PROPOSED 12"x12" POILYLOK DISTRIBUTION BOX STORY py Tk1E 1 1 ERFt�C TO BE / / �, 5. EXISTING SEPTIC TO BE PUMPED CLEAN AND REMOVED. w���\N � A 1� pq(CllR61 I t c� n ^ 21R0c (IVSD J' g\}FFER \\'LFR °Q,...4 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD 6' OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. I I P 11� GFpR FINISHED GRADE 8.0• �, O EXISTING SANITARY ON SITE TO BE REMOVED g �, I / ( ,c,(�,D`r` N\� -1/2' VENTILATION PIPE No.4 REBAR NOTE, O mo \\� �� / \ `�O\7`1"F� SCUM BA o 2'0.0. ALL AREAS OF NATURAL BUFFERS NOTED ARE TO BE NON-TURF BUFFERS WITH o S R FES N..4 REBAR C �CID . / N"' ��Vr''" B O Y•G.G. :..p. NATIVE, NON-FERTILIZER DEPENDENT VEGETATION. ADDITIONAL DETAIL CAN BE SEEN / r 6 VAR OF Q� w N� '-2� FI„P„W GRADE - SEPTIC SYSTEM SIDE ON LANDSCAPE PLAN. / ` \ \ \\;L:3,1' 2'-t1�" 2•-8a" -t' MEMBRANE WAmaROORNG 4.0 O DRAINAGE SYSTEM CALCULATIONS: / F\A � .:.'' �0 �- N FO ` ECIRCULATION ` V ROOF AREA: 3,998 s ft, o w G Q\FR 'p,.,_''.,•;; A1C• / p\ / AISINFECTIONLIFT P 4. ' 3,998 sq. ft. X 0.17 = 679.6 cu. ft. o ' ''`' \ CYLINDER(OPTIONAL) ,-6• 6' r N 679.6 cu. ft. 42.2 = 16.1 vertical ft. of 8' dia. leaching 00l required a� ANG::'.„ ,•::: Y`' / 9 P q � 'v;:F• �.. �' � 4' INLET PIP � � � ' 'OUTLET PIPE Ne.3 MBAR O 12' ,'• S PROVIDE (3) 8' dia. X 2' high STORM DRAIN POOLS / '�/ W A[ / 4 JA °' PROVIDE (1) 8 dia. X 4 high STORM DRAIN POOLS WITH OPEN GRATE NON 1URf SER t wF' ' , g : ':'•• ? PROVIDE 3 8' dia. X 4' high STORM DRAIN POOLS W 1 ;NRF BU �Ul1 ,� F�� 0�� l / �/ •. 'A' Do" w *16.1 vertical I ft. of 8' dia. 9eaching pool required. 22.0' vertical ft. supplied. (SEE 6 wF'1 (�,110P ,`W�p�10�" p� O �19� INLET BAFFLE / AIR LIFT PUMP Na3REBAR 016"0.G ADD D1:TW) Fri .\ T• UV •s G p / 3'-0" 111v,�•- �"��R 10 \ ��� 1• 2fi VENTILATION'- O \ \O NOTE: ALL ROOF AREAS TO BE PIPED TO DRYWELLS nn11WWIYyIV1N„1��'GG T�S �9 1 J _ PROVIDE 3'-0" COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN PIPE s s �/' RECIRCULATION PIP OW BAFFLE /2' AIR INTAKE PROPOSED 8 DIA. X 2 DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: FLOW OPENING(TYP. (CLEANING OPENING) B PLAN VIEW PROPOSED 8 DIA. X 4 DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS:_" - - G ISINFECTION 4" MANHOLE ,B' MANHOLE (TYP 18" MANHOLE (TYP 24" MANHOLE (TYP CYLINDER(OPTIONAL) PROPOSED 8' DIA. X 4' DEEP DRYWELL WITH OPEN GRATE ARE SHOWN THUS: %. - - j W OPENING LOT AREA = 20,620 sq. ft. �„ s,,, TYPE UPLAND AREA = 19,182 sq. ft. N I I I CONTACTEDIA Charles M . Thomas EXISTING IMPERVIOUS LOT COVERAGE s S I T E P L A N - DESCRIPTION AREA % LOT COVERAGE a r C h I t e C t � SCALE: 1" = 20'-0" �� III I �� �� �� ECIRCULATIGN PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 HOUSE 1,692 sq, ft. 8.8% ASSEMBLY DECK 184 sq, ft. 0.9% a O / o SHED 320 sq. ft. 1.7% •I �I / "N'O 'I \ / \ / PROJECT MASONRY WALK 86 sq. ft. 0.4% \ ! ©N �® TOTAL 2,282,sq. ft. 11.8% ROBIC MEDIA PROPOSED IMPERVIOUS LOT COVERAGE RATION ASSEMBLY DESCRIPTION AREA % LOT COVERAGE uu HOUSE 2,486 sq. ft. 12.9%. SECTION A-A VIEW SECTION B-B VIEW PORCH 90 sq. ft. 0.5% SITE PLAN DECK 874 sq. ft. 4.5% FUJI CLEAN CEN-7 TREATMENT SYSTEM POOL 392 sq. ft. 2.0% NOT TO SCALLS) TOTAL 3,842 sq. ft. 20.0% NOTES: DATE: 01/30/23 '•°a _ -� PROJECT No. 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM I"� EXISTING ELEVATIONS ARE SHOWN THUS: LX-.X DRAWING BY. CMT F.FL - FIRST FLOOR R ! i+ CHK BY. G.FL. - GARAGE FLOOR a4 ; DWG No. SEB 2i�<._3 i! qAT M-FOO� - 0701 1 OF 1 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 ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN VHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VIS AL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. T.O.RIDGE I ji I I 111 11111111111 illi III hill III Hill III Hill E EL CTED B NNE l T qA i I I ARCH ITECT MEAN ROOF HEIGHT STANDING SEEM PER SELIECTION O F OWNER REVISIONS D E S C R I P T 1 0 N I Ioo jSTANDING SEEM METAL ROOF PER SELECTION OF OWNER Q 9'-0" PLATE HEIGHT 9'-0" PLATE HEIGHT T.O. WINDOWS T.O. WINDOWS 0 2032 2032 A 31 AX 31 4'-0" PLATE HEIGHT 3'-6" PLATE HEIGHT 24310 30310 24310 — 0 n 052 LLEGRESS 2'-0" PLATE HEIGHT o I - a 0 STANDING SEEM i STANDING SEEM PER T.O. SECOND FLOOR N T.O. SECOND FLOOR SELECTION ETALO F OWNER - I METAL ROOF PER rr7 10'-0" PLATE HEIGHT 30510 30510LLLL SELECTION OF OWNERTj BELT BOARD TEMP TEMP LL T.O. WINDOWS 2032 2032 0 _ ���a�EU�E>�EEE� W It 24510 24510 GSTONE VENEERoU IMM LL] T.O. FIRST FLOOR o n _ o__. LI I IJ I ITTI T-1 111 fiHM9n- - - -- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — W AVERAGE EXISTING EL 5'-3" � GRADE —1 b � O E FRONT ELEVATION 0Lu = z SCALE: 1/4" = 1'-0" WU W O N � N C/) Q 2032 Q 9'-0" PLATE HEIGHT T.O. WINDOWS -d Tw 0 4'-0" PLATE HEIGHT 2852 2852 24310 2852 2852 2852 2852 EGRESS EGRESS EGRESS EGRESS EGRESS EGRESS I LL 3042 3052 3052 0 EGRESS EGRESS I T.O. SECOND FLOOR 10'-0" PLATE HEIGHT 8080APLR Charles M . Thomas a r c h i t e c t T.O. WINDOWS PO BOX 877 JAMESPORT, NY 11947 (631} 727-7993 PROJECT 0 I o O T CY S W R 30510 EGRESS EL L T.O. FIRST FLOOR 808 APLR FRONT & REAR ELEVATIONS DATION GRADE BEYOND EL 8.0' TOP OF RETAINING WALL 8.2' I WITH UNE OF EXISTING GRADE PROPOSED POOL DATE: 1/24/23 GRADE EL 5'-8" GRADE EL 5'-8" GRADE BEYOND EL 5-2" it E �v PROJECT No. GRADE BEYOND EL 4.0' UNE OF EXISTING GRAD UNE OF EXISTING GRADE �. a 4y ql CHK BY. DRAWING BY. CMT UNE OF PROPOSED POOLE sI GRADE EL 4'-0" GRADE EL 4'-0' GRADE I t,; i DWG No. FEB 6 c�?,� rE GRADE A R ELEVATION ' 00 2 SCALE: 1/4" = 1'-0" 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 ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN NHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.MS AL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. T.O.RIDGE f r` r-- ARCHITECT O MEAN ROOF HEIGHT CEDAR ROOF SHINGLES TO BE SELECTED BY REVISIONS D E S C R I P T 1 0 N OWNER W f IM V- / CEDAR ROOF SHINGLES Z TO BE SELECTED BY w OWNER 9'-0" PLATE HEIGHT 1! T.O. WINDOWS I I l 30310 30310 F- 3046 3046 3042 3042 3s" HIGH HAND RAIL 3'-6" PLATE HEIGHb EGRESS EGRESS NR PER NYS CODE N w0 Ljjw O w�O Q 2 T.O. SECOND FLOOR oa _I u- `j 10 '-0" PLATE HEIGHT to 0< - - - b Zm N JO T.O. WINDOWS C UJ CEDAR SIDING TO BE CEDAR SIDING TO BE p Q SELECTED BY OWNER SELECTED BY OWNER F-0 CEDAR SIDING TO BE OPEN c� SELECTED BY OWNER COVERED w PORCH o 'ol o .- 30510 30510 EGRESS EGRESS 36" HIGH HAD RAIL PER NYS CODE POOL T.O. FIRST FLOOR EL t0'-0 W � POOL SAFETY GATE n\ - - - - - - - - - - - - - - - -- - - - - - - - GRADE EL. 8'-0° O /> — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RADE PROPOSED GRAD� 2�10 — _ EXISTING EL. 6'-0" � STEP FOUNDATION LINE OF EXISTING GRADE BEY ND — — — — _ _ _ _ _ - - - - WALL DOWN TO — — — — — — — — LINE OF EXISTING GRAD EXISTING GRADE W — — — — — — — \ AVERAGE EXISTING EL 5'-3' Q — — — — — — — — — — — — — — -. — — -.. — — — -- . — 1.0.WALL 4'-4' � GRADE — — —— — — _ XISIING— o EL. 4'-0" LINE OF EXISTING GRADE W / V ! II > PROPOSED RETAINING WALL TO M J I , 1 TOTENTHG FRONT PROPEALONG THEIRTYYLINEO I � o Lli O LLl E SIDE ELEVATION (103'-0") = z ELEVATION 0.0 EL. 0'-0" 3 SCALE: 1/4" = 1'-0" o W U W O CEDAR ROOF SHINGLES Q TO BE SELECTED BY N OWNER CEDAR ROOF SHINGLES TO BE SELECTED BY OWNER CEDAR ROOF SHINGLES TO BE SELECTED BY OWNER 9'-0" PLATE HEIGHT T.O. WINDOWS 0 I 36" HIGH HAND RAIL 2842 CEDAR ROOF SHINGLES 3'-6" PLATE HEIGHT o PER NYS CODE 2446 2446 TO BE SELECTED BY - OWNER � io CEDAR SIDING TO BE - - ---- SELECTED BY OWNER T.O. SECOND FLOOR CEDAR SIDING TO BE SELECTED BY OWNER 10'-0" PLATE HEIGHT CEDAR SIDING TO BE C harlesSELECTED BY OWNER M . Thomas T.O. WINDOWS C AR SIDING TO BE-\ r C h I t e C t SE ECTED BY OWNER PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 OPEN OPEN o COVERED COVERED oo PROJECT PORCH 0 PORCH 2446 17T, 30510 EGRESS T.O. FIRST FLOOR GRADE EL. 8'-0° GRADE EL. SIDE ELEVATIONS CLOPLAY O.H. D0035 NEW 16080 O.H. DOOR BY "CLOPLAY" AS SELECTED PER OWNER in PROPOSED POOL /-PROPOSED RETAINING LINE OF EXISTING GRADE- WALL RADE — — — _ _ _ _ _ _ _ — — — — — — — — EMS NG EL 6'-0' _ _ _ _ _ _ _ _ _ — — —— — — — — — — — — — — — LINE OF EXISTING GRAD — — — — — GRADE EL 5'-2` DATE: 1/24/23 LINE OF PROPOSED POOL PROPOSED RETAINING WALL TO . -- o z I I EXTEND ALONG THE SIDE YARD PROJECT No. TO THE FRONT PROPERTY LINE p I DRAWING BY. CMT - CHK BY. DWG No. REAR ELEVATION I �` ❑A - 002- 00 FEB pt 4 SCALE: 1/4" = 1'-0" I 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 ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN YHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VIS AL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ARCH ITI-CT REVISIONS D E S C R I P T ION � 1 0 0050'-9" woof 04 i LINE OF BALCONY ABOVE 0j DECK - - - - ! GRAVEL DRAIN GE UNDER DECK m J COVERED ; PORCH I j� w GRAVEL DRAINAGE UNDER DECK ) pool 14'x28' { FWG 12080-4 22'-8" 14'-0" LOI FWG 12080-4REAKEAS ? L - -i NOOK - 7 F- 22'-s" — — J L U o 0 - COVERED COVERED U I N I N b Q N4 4' SHOWER 1 .�% FWG 8080 7 F- ow o V Ld _ NLi I ® P ®r--�' �o KITCHEJ NLIVING '--® ® — 00 J o �, ROOM o �� O F� � Z ® W Ul BEDROOM o v1 ONE _ W J x f uj I W Z Z m m ) a 12'-0° -4' 4'-5" 2' 0" 17-10" WET BAR 2-0 REF. — — — N b W U BENCH & HOOKS 5'— 0A" W ZLLi w �sB _ _ 1 l'- °° 5'-2" Zp 0 o N J v AIR HANDLERS ETC. _ R yo`�° MUD ROOM i ANTRY-I Q BATHROOM — uj Ld MECH (0 OPEN 15'-10" X661 I O ROOM M ` `� TO 08 � Q CLOSET ABOVE �° U N LAUNDRY COVERED 50 ° Lj "00 — — FONT n� I 5'-- W `° PbRCH BLUESTONE EHWH —774 I 4'-0" " 8X8 COLUMNS WRAPPED PER I w SELECTION OF OWNER 3�6 0 0 m I I D_ I I O O 20 ' — �)l , - 3 CAR 0 ' � o 0 ' GARAGE o Charles M . Thomas �J a r c h i t e c t 1 �l PO BOX 877 JAMESPORT, NY 11947 (631) 721-7993 17� PROJECT 1'!g� 2' r' 1 r1 I tY I ,r Q O I FIRST FLOOR PLAN P FIRST FLOOR PLAN o o 0 2 SCALE: 1/4" = 1'-0" FIRST FLOOR= 2477 SF DATE: 01/24/23 PROJECT No. ------ DRAWING BY. CIVIT ___ NCH_- NO BE r' ,.. CHK rn .t Y — — DWG F � ❑A - 003- 00 f� - 1 3OF5 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 ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VIS AL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. — / — REVISIONS D E S C R I P T 1 0 N — 36" HIGH RAIL PER NTS CODE BALCONY — FWG 8070 ! / P= -- i — ROOF j — BELOW s 17'-0" r LjMASTERzM I ROOF BEDROOM BELOW OFFICE Y m I 00 0 Z BEDROOM Ww THREE M o� r F cW I� G f U I 12'-1 BEDROOM Lu0LAUNDRY _ — 0 = w Y Lij Lo0 TWO z 12' I CLOSET o / ATTIC Pry a I ( Z< DOWN STAIR .I �o�co 0 o �o�o BATHROOM �s, ! of co o � ° I � � I z o \�n WI CLOSET 4'-8" OHO 12'-0" L - - 3 � � - - - - - - - �� z it W 10'-11" p Qm MASTER w� W NOTE: CAN CHANGE ° BATHROOM THIS TO A POCKET o uj L—L DOOR I LINEN �° o 20, ?o, C° o CLOSET O o I 6'- 0" \ 4'-7" DN 36" HIGH HAND RAIL PER NYS CODE �O P.D. 2670 SHOWER / WI CLOSET I 17RIli P.D. 3070 �0 W 2,-8i.. 00. I 1 '0 o OPEN - - � WSHOWER 0 00 BELOW I I CLOSET LINEN — C) ROOF I S`L 17— BATHROOM ° 4110 BELOW LINE OF 0 O 0 II I 4'-0" I l I 1, 11 I ._2 • „ � � N ATTIC SPACE STAIR DOEOST NOT N XTIENDDTO ATTIC ONLY ATO RST AND OFFICE SECOND FLOORS I I I LINE OF WALLS BELOW I III,I I II' 3 I � o I Im III 8,_0" � WEIR f � IN ` 0 BATHROOM I o LL o ; 0 i 20�0 i II �� CLOSET Charles M . Thomas II LINE OF a r c h i t e c t I I g.0" PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 I REQ ROOM x� C I I LINE OF 8 �,� --- ' PROJECT LINES II Y Iz WI O --------- - — - -- SECOND FLOOR PLAN P SECOND FLOOR — -- L_ -- e 2 SCALE: 1/4" = 1'-0" _ r SECOND FLOOR= 2177 �: -.� - r t.� DATE: 1/24/23 PROJECT No. DRAWING BY. CMT d CHK BY. F E B DWG No. l ❑A - 00 - 00 f 4OF5 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 ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VIS AL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. AN 64'-9" r 22'-9" 18'-4" 23'-8" (\ tY ARCHITECT REVISIONS D E S C R I P T ION (3) 2X10 ACQ GIRDER 2X10 ACID GIRDER T ❑ T—T T—� = 1 - - - (3' - - I - (3) 2X10 ACQ GIRDER 1 � _ J L L J L L — J L — _I N POOL 12"0 SONO TUBE ON „ „ POST FROM ABOVE 12"0 SONO TUBE ON 24 x24"x12 FOOTINGS (TYP) 24"x24"x12" FOOTINGS POOL TO BE DESIGNED BY MIN 36 BELOW GRADE MIN 36" BELOW GRADE POOL PROFESSIONAL (MUST BE VIRGIN SOIL) (MUST BE VIRGIN SOIL) U 0 (3 I = C0 3' O C3 C3 O I of Q O Q o GRAVEL DRAINAGE UNDER DECK Q is o ' X ® 04 Ox ® N cli — 2"X10" ACQ LEDGER— - - (3) 2X10 ACQ GIRDER — �— — — I 14'-0" I I 1 8" P.C. FOUNDATION WALL WITH #6 BARS �n 28 O.C. VERTICAL & _ _2"X10" ACQ LE GER _ _ _ _ — I #6 BARS 36"OC HORIZONTAL LO (3) 2X10 ACQ GIRD 12"� SONO TUBE ON d - - - - I ON 8"X16" POURED CONCRETE FOOTING - � 24"x24"x12" FOOTINGS 0 I — 00 rn— — — — — — — W/(2) #6 BARS CONTINUOUS — J L _ J MIN 36" BELOW GRADE a ( F 18'-4 22'-4" (MUST BE VIRGIN SOIL) oEAM POCKET _ ❑ xX I I (TYPICAL @ EACH I ¢ N I GIRDER INTERSECTION) POST FROM ABOVE GRAVEL DRAINAGE UNDER DECK I PROPOSED FOUNDATION WALL-----,,",. U%00TYP ® aX CNI I I I I W 'r 2"X10" ACQ LEDGER F 3 1/2" STANDARD STEEL PIPE I I I- --r28" - - - - - - - - - - - - - - - - - - - - CRAWL SPACE I COLUMN ON A 30"X30"X15" 1648 SF ( DEEP POURED CONCRETE I I W m L FOOTING. (TYP) 8" P.C. FOUNDATION WALL WITH 6 BARS „ # w 4" POURED CONCRETE SLAB o I 0 — 28 O.C. VERTICAL & ( I Fy 0 I I z I OVER 6 MIL. POLY THLENE I� #6 BARS 36"OC HORIZONTAL VAPOR BARRIER ON WELL = 0 ON 8"X16" POURED CONCRETE FOOTING I v I COMPACTED PORO S FILL W/(2) #6 BARS CONTINUOUS L — M i N PROPOSED FOUNDATI N WALL AND PROPOSED FOUNDATION WALL 0) FOOTERS. EXISTING HOUSE FOUNDATION ON SITE TO BE REMOVED. I' I I I W N 14" TJI JolsTs 360 SERIES 14" TJJoisTs 360 SERIES 1r — J 14" TJI dolsTs 360 SERIES \\ 00 I I c/) O16" OC. ® 16" OC. \\ 0 16" Oc. I z M —i L J WF- Z a 3 1/2" STANDARD STEEL PIPEv COLUMN ON A 30"X30"X15" N I N DEEP POURED CONCRETE L --� �„� I I y FOOTING. (TYP) T `.0 W ( r 1 22'-3" 16'-6" i� 24'-8" I 8" I W U 8"x16" SMART VENTS `O USE MODEL # 1540-510I I D 200 SFT OF COVERAGE PER VENT ( I 8"x16" SMART VENTS — — — USE MODEL # 1540-510 CRAWL SPACE= 2083 SF REQUIRED # OF VENTS = 11 r — — — — — — — — — — — — 200 SFT OF COVERAGE PER VENT I �_ CRAWL SPACE= 1648 SF O 3-14" ML FLUSHREQUIRED # OF VENTS 9 I I - - - - - - - - - - - - - - - - c - - - F - - - - - -15'-10"— - - - - - 8„ I 24'-4' I I O �- - N UNEXCAVATE I IMI Q \ I _ _ _ _ _ _ US_ _ _ _ _ I 4" POURED CONCRETE SLAB 3-14 ML FLH I �, OVER 6 MIL. POLYET LENE VAPOR BARRIER ON NELL -- _ COMPACTED POROUS FILL _ — 21,_5 I I 1 - - - - - - - - - - - � JI � II I C,0) -N — — — — — — — — — '-N 8 POURED CONCRE I I FOUNDATION I WALL N 8"X16" POUR CONIC TE FOOTING I 12'-0" - -7 I � I I 36'-0$" — I Y II o I L E G E N D I y' I o� Tp SLOPE N I I I t o SLAB 0 DOORS II I pN. PROPOSED FOUNDATION WALL w I i N��y mow+ I I I 1 �N=' I I I UNEXCAVATED 4" POURED CONCRETE SLAB OVER 6 MIL. I J Charles M ■ Thomas HLENE VAPOR BARRIER ON WELL I I I ' I POLYETCOMPACTED POROUS FILL I N= I a r c h i t e c t I I 8" POURED CONCRETE FOUNDATION I I N LA I I WALL ON 8"X16" POURED I I I I CONCRETE FOOTING I N PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 COT I I > I I PROPOSED FOUNDATION WALL I PROJECT clo I I II I 1 I (0) -00 I I Z o SLAB o TSLOPE I I o�Z N. To DOORS FOUNDATION PLAN I P FOUNDATION PLAN o I I f I ` I 0yZ J I 3 SCALE: 1/4" = 1'-0" o — K — — DATE: 1/24/23 PROJECT — I DRAWING BY. CMT CHK BY. DWG No. x - FEB ❑-FO-0-51 ❑ a'-°" A - 00 35„ 1" � • 22'-94 SOFS 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 ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.MSIJAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Y 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management February 6th, 2023 Southold Town Trustees i .. � , 54375 Route 25 a P.O. Box 1179 JI Southold, NY 1179 µ( H. ( ' (... Re: Updated Project Description Based mm 7 Chris& Elizabeth Austin 2200 Deep Hole Drive Mattituck, NY 11952 Existing house, foundation, and shed to be removed. Proposed 2 story±39.5'x±65' irregular house to be constructed with ±15.8'x±7.7'front porch, ±30.6'x±22.5' attached garage, and pervious driveway. ±5'3" x±18' second story rear balcony to extend over±22.5'x±65' irregular rear deck. Additional±5' x ±22.7' area of deck to be covered. ±14 x±28' pool to be installed. Pool to be ±8' deep. Pool and deck to be elevation 9.5. Stairs from deck to be ±5'x±6' and have pool safety gate. Pool to be connected to drywell as noted on plans. Native vegetation to be planted along seaward side of pool and deck. Front yard to be regraded within retaining walls. ±105' retaining wall to be installed ±4' off western property line, perpendicular to the street. Area between retaining wall and property line to be vegetated.Top of retaining wall to be±4.2' at seaward terminus. ±100' retaining wall to be installed along eastern property line. ±20' retaining wall to run parallel to street and connect with house as shown with stairs for access to rear yard.Top of retaining wall not to exceed 18" above grade, bottom of retaining wall to be ±5.2'. Native vegetation to be planted along seaward side of retaining walls running parallel to street. Rain garden to be installed by terminus of western retaining wall. S'x 50' native vegetated buffer to be installed along western property line as shown. Tx 65' native vegetated buffer to be installed along eastern property line as shown. 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. 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. Floor of crawl space to be at elevation 4'. Existing 10' non-turf buffer to remain. www.ColeEnvironmentalServices.com Cantrell, Elizabeth From: Kate Rummel <kate@coleenvironmentalservices.com> Sent: Monday, February 6, 2023 12:17 PM To: Cantrell, Elizabeth Cc: Chris Cole Subject: Feb 15 Hearing - 2200 Deep Hole Drive -Austin Hi Elizabeth, As we discussed, we would like 2200 Deep Hole Drive—Austin to be heard at the hearing on February 15, 2023. Thank you. Kindly reply all. Best, Kate Rummel Project Coordinator Cole Environmental Services, Inc, 425 Montauk Highway East Quogue, NY 11942 631-369-9445 CES Website ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i Maim Diane From: Kate Rummel <kate@coleenvironmentalservices.com> Sent: Tuesday,January 17, 2023 10:46 AM To: DiSalvo, Diane Cc: Chris Cole;Cole Environmental Services Subject: Public Hearing for 2200 Deep Hole Drive -Austin Hi Diane, As we discussed,we would like the project to be heard as it currently stands. We would like to have all comments on record before we proceed with plan changes. Thankyou! Best, Kate Get Outlook for Android ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. _., 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management January 6, 2023 _ Southold Town Trustees 54375Route 25JAN . P.O. Box 1179 9 "�: Southold, NY 1179 Re: Updated Project Description Basedn ,. Chris & Elizabeth Austin 2200 Deep Hole Drive Mattituck, NY 11952 Existing house, foundation, and shed to be removed. Proposed 2 story±39.5'x±65' irregular house to be constructed with ±15.8'x±7.7' front porch, ±30.6'x±22.5' attached garage, and pervious driveway. ±5'3" x±18' second story rear balcony to extend over±22.5'x±65' irregular rear porch. Additional ±5' x ±22.7' area of porch to be covered. ±12 x±32' 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. Native vegetation to be planted along seaward side of edge of foundation. Front yard to be regraded within retaining walls. ±105' retaining wall to be installed ±4' off western property line, perpendicular to the street. Area between retaining wall and property line to be vegetated. Top of retaining wall to be±8.2'. ±14' retaining wall to run parallel to street and connect with house as shown. Top of retaining wall to be±8.2', bottom to be±4.0'. ±100' retaining wall to be installed along eastern property line. ±20' retaining wall to run parallel to street and connect with house as shown. Top of retaining wall not to exceed 18" above grade, bottom of retaining wall to be±5.2'. Native vegetation to be planted along seaward side of retaining walls running parallel to street. 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. 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. Floor of crawl space to be at elevation 4'. Existing 10' non-turf buffer to remain. www.Cale Enivironmenta lServices.com Cantrell, Elizabeth From: Cantrell, Elizabeth Sent: Friday,January 6, 2023 8:48 AM To: 'Kate Rummel' Cc: Chris Cole Subject: RE:Austin; SCTM# 1000-123-4-5.1 Good Morning, Regarding the Austin application,the Building Dept. has performed their review and the application is ready to be heard at the Trustees January 18, 2023 public hearing. If you do not want this heard on that public hearing date, please advise me ASAP. If you do want this heard on January 18th please submit a complete revised written project description to match the current revised site plans last revised November 11, 2022 and received in this office on November 21, 2022. Please submit the revised written project description no later than next Tuesday,January 10tH E*klal & Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov From: Kate Rummel<kate@coleenvironmentalservices.com> Sent:Thursday, November 10, 2022 11:15 AM To: Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Cc:Chris Cole<chris@coleenvironmentalservices.com> Subject: RE:Austin;SCTM#1000-123-4-5.1 Hi Elizabeth, Thank you for letting us know. We have updated the client. Kindly reply all. Best, Kate Rummel Project Coordinator Cole Environmental Services, Inc. 425 Montauk Highway East Quogue, NY 11942 631-369-9445 CES Website From:Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Sent:Thursday, November 10, 2022 11:11 AM To:Chris Cole<chris@coleenvironmenta Ise rvices.com>; Kate Rummel<kate@co lee nvironmentaIse rvices.com> Subject:Austin;SCTM#1000-123-4-5.1 Good Morning, Regarding the Austin property,this morning the Board requested that I email your office to add an additional modification to the proposed plans along with the modifications discussed during yesterday's site inspection. The Board is requesting that the entire proposed dwelling be moved further landward so that the most seaward point of proposed covered porch/second story balcony to be completely landward of the pier line. Se ed e" Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.g I� - I I I 2 Michael J. Domino, President so yO Town Hall Annex John M. Bredemeyer III,Vice-President h0 l0 54375 Route 25 P.O. Box 11 Glenn Goldsmith l�[ J Southold,New York 11971 A.Nicholas Krupski G Telephone (631) 765-1892 Greg WilliamsO Fax(631) 765-6641 �y0,0UNTY N eeot odd P1 guns SO(Ve�S k4ok, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD To: Southold Town Building Department Re: Verification of Building Department Permit Requirements U It 6 I ll tU1 I� DEC 0 T 2022 SCTM#: / ;L 3 SOUTHOLDd Property Owner Name: C.�I rt15 Date Sent to Bldg. Dept.: / d,Z ��a2d2 The Office of the Board of Trustees is forwarding the above referenced application for verification of the Building Department's permitting requirements stated below: YES NO Will the proposed project require a Building Permit? r Will the proposed project require a variance determination from the Zoning Board of Appeals? Will any part of this application be considered as Demolition as described under Town Code? COMMENTS: ignature of viewer Date TEST HOLE DATA (TEST HOLE DUG BY MCDONALD GEOSERVICES ON SEPTEMBER 9, 2022 EL. 6.0' 0' EXISTING CONDITIONS DARK BROWN LOAM OL 1.0' BROWN SILT ML 3.0' + + + BROWN SILTY SAND SM 4.0' tSG�tsS FQC� EL 0.9' BROWN FINE SAND SP /CO\ OA GROUND WATER �� ��TT,p �9�� •9L��i a:a a a WATER IN BROWN FINE SAND SP ��J• `''�! �� 13.0' 6 ` Z*b STONE WALLCpNo �ApOrl, JI � N 1C.3 0 000� 0� #? Ilk, 7Q / 4o / �O" / �vfv�( Cpiyc �ry 1 O O �° 1 J� / 0�3 a0 nq 0 << s& 9' \\\ A�1 \` ORY y�P�e -�� / Q' V ''3' F T CO •000 00 ,0 00 \\ �aKCURBING D qi c ' / F \ v RC \\ L�•` ��`C/�'J "4006 ♦i hx� gyp o tion T // -9C, R_ ONF,9F c�oF�grFR ?/ \\\ 40, / \ O \\ 10�110 /xs ' ', � � /A90 40, vvv FR GT�Ii �♦ Q� A/�COyC tii0 LOT AREA:20,620 SQ.FT. =.4734 ACRE I ti UPLAND AREA: 19,182 SQ.FT. ooh ELEVATIONS HEREON REFER TO NA VD 1988 oo° FLOOD ZONE BOUNDARFIES HEREON AS DEPICTED ON THE F.E.M.A. FLOOD INSURANCE RATE MAP MAP NO.:36103CO482-EFFECTIVE DATE:SEPTEMBER 25, 2009 DRAINAGE SYSTEM CALCULATIONS: ROOF AREA: 3,998 sq. ft. PROPOSED SITE PLAN 3,998 sq. ft. X 0.17 = 679.6 cu. ft. 679.6 cu. ft. / 42.2 = 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 ��`�G,css FOS NOTE: ALL ROOF AREAS TO BE PIPED TO DRYWELLS PROVIDE 3'-0" COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN l �FjCT•p •�"`� 9GF� PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: 9GF� ��� °o ��� O i PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: � � oo°., a rya PROPOSED 8' DIA. X 4' DEEP DRYWELL WITH OPEN GRATE ARE SHOWN THUS: �y���° � QOS�o�`` 5��`' DRAINAGE CALCULATIONS AS PER ARCHITECT EXISTING IMPERVIOUS LOT COVERAGE yO �o° DESCRIPTION AREA % LOT COVERAGE 5 � \ J HOUSE 1,692 sq. ff. 8.8% �OO O` O��o Q�ti' i Q�°Q� /' ��4P o DECK 184 sq. ft. 0,9% 40,4TF SHED - - 320 sq. ft. 1.7 \O�� Q GP s�P / �`� /y ° // R �• AQ eZ0 Ylq�gN MASONRY WALK --- 86 sq. ft. 0.4� •`�� / .r ti s� � \`/ // ' !' `/' `.' cp 'Qov TOTAL 2,282 sq. ff. 11.8% 0 1 /F s�• Q PROPOSED IMPERVIOUS LOT COVERAGE p� oe<,,C, � ,"""C,4` � °16� DESCRIPTION AREA % LOT COVERAGE 0, HOUSE HOUSE 2,486sq.ft. 12.9% h PORCH 957 s/y.ft. 5.0° stG (�Oo, POOL 384 sq.ft. 2.0% ` °oo�� / \ QQ°Q°o-�Q R i \- °q-x\0,�`� e�Q F�o> � F E ` \ A Tiy vis C >?a Q 1 a TOTAL 3,827 sq.ft. 19.9% ERC/ a B z LOT COVERAGE CALCULATIONS AS PER ARCHITECT '44, " PROPOSED CONC. RETAINING WALL DETAIL \\\ o,Q� A ` F��'�?3T / Q°�`� ��'P (NOT TO SCALE) \\ I��O.E�'y I I Off°.° I \� `�(* �'ry °B / "� Quo e� ' �O Qt'0Q�0 F,QTO�Qy e1 _ ?i OO sF\, 'ALO°�NU Oiy2o G FINISHED GRADE 8.0' D p ��O \\ / 9s' �'� o�qo ) o ���° 0,0/-/, y,q4C,, 6X N Z9'Q�q,4�F No. 4 REBAR O \ sFpF �O< @ 2' 0.C. �G�\� No°RO,,o No. 4 REBAR zl O �� 4J�C``` // ��T�` FTo'�rFo / OA� �!/�� "4006 @ 2' 0.C. D o y / ���`\ \____ /yoo I v 4���� IO �� POSTS-STEEL, T OR U SHAPE TYPE o D FINISHED GRADE r i/ ' oos No1'To % 'T `A' , 9CTO�j\\ -/ � e� NF�F�FIs \�`� FENCE-AWOVEN OWIRE 14,5GAUGE 6"MAX.MESH OPENING MEMBRANE WATERPROOFING F�' FF / o�sTosFo`, \ SEPTIC SYSTEM SIDE p SFT / R�tiRa \\ FILTER CLOTH-MIRAFI140N c�$sTT�� , \ OR APPROVED EQUAL ------- \ -- 'Q9 o D .•` 2p�9�`�F�cF�By I /// SiYTF�No� w Grp \ 36"MIN.FENCE POST o C40 Q /ibpooG NOTES: UNDISTURBED GROUN �0 FLOW Vo " Q 'v� ��y �� \\ 1. WOVEN WIRE FENCE(MIN. 14 1/2 GAUGE MAX 6" � 11 - N o. 3 REBAR @ 12" o yO ��3 F Oc�Nc 41 �`b . MESH SPACING)WITH FILTER CLOTH OVER FENCE.-- °o COMPACTED BACKFILL "a 0.C. Dc 2. FILTER CLOTH TO BE FASTENED SECURELY TO o - ,958 ` 6p�FFR WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" 6"TRENCH q AT TOP AND MID SECTION, EMBED FILTER 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN � 2„ D D o � 2 _ � CLOTH 6"MIN. EACH OTHER THEY SHALL BE OVERLAPPED BY SIX D° D N °oT2' / INCHES AND FOLDED. Q INTO GROUND D \ 4. MAINTENANCE SHALL BE PERFORMED AS ,\ NEEDED AND MATERIAL REMOVED WHEN"BULGES" No. 3 REBAR @ 18O.C. DEVELOP IN THE SILT FENCE. SECTION " Q co A/p. vC �oN GAUGE MAX.6"MESH VEN WIRE FENCE SPACING)MIN 14 2 l °p� POSTS(TYR) 36"MIN.FENCE POSTS. 10'MAX CENTER TO CENTER DRIVEN 16"MIN.INTO THE SURVEY OF �. GROUND DESCRIBED PROPERTY SITUA TE A T �Wz IL E CE W MATTI TUCK TOWN OF SOUTHOLD - SUFFOLK COUNTY, NEW YORK S.C.T.M.DIST.: 1000 SEC.: 123 BLK.:04 LOT.'5.1 L� np 6°PENETRATIONINTO ----_- -- - �yf 10 5 0 10 20 30 40 50 60 70 D RouND (SEE SECTION) SCALE 1"=20' DATE:ARPIL 15, 2016 CERTIFIED T0:CHRISTOPHER AUSTIN DEC 1 Q 2Q22 ELEVATION ELIZABETHAUSTIN SILT FENCE DETAIL FIRST AMERICAN TITLE INSURANCE COMPANY MORGAN STANLEY PRIVATE BANK Southold Town 24"4 COMPONENTS THIS ACC=SS ONLY PROPOSED S E P T O C SYSTEM D E TA I L JOB N0.:2016-133 Board of Trustees 20"0 HDPE SECURE HEAVY COVER BY POLYLOC MAP NO.: OF NEW 20" SAFTY SCREEN BY POLYLOC (TYP.) (NOT TO SCALE) FILED.: yp HOUSE 12 x 12 POLYLOK D-BOX REVISIONS: � �G� W. y � FINISH GRADE UPDATE&RECERTIFY �' ELEV. 10.0' W/ PDB-12 RISER AND ADD TOPO 1121122 �� MANHO_E FINISHED GRADE REV WETLAND LABEL ELEV. 8.0' ROTO-FLOW 3050-4 LEVELERS ELEV. 8.0' FLAGGERSNAME 22a,22 * > * CLEANOUT TO GRADE WITH LOCKING COVER PLOTADJOINING DWELLING LOCATIONS 72222 PLOT PROPOSED SITE PLAN 92722 REV.PROP.EAST RET.WALL LOC.,ADD NOTES AS PER TOP EL. 6.4' TRUSTEES 11/1022 1' MIN. _r� -: � - EASEMENTANONR SUBSURFACE REV PEER UNE&WESTERLY STRUCTURESRECORDEDOR APPROVED PIPE - 8" TRAFFIC RATED COVERED DECK&BALCONY 11/14/22 �� UNRECORDEDARE NOTGUARANTEm INV. E L. O UNLESSPHYSICALLYEEDENTATTHE min. PITCH 1/4"/1' LEACHING LEACHING ADD UPLAND AREA,REVISE POOL&REAR PORCH, TIME OF SURVEY REV COVERAGE CALCS12/1322 s .05 ------- ------- 6.5' IN EL. 6.0 I/A OWTS TANK P NVER G THE OFFSET(OR OIMENSIONG)SNOWN GALL Y GALLEY N HEREON FROM THESTRUCTURES TO THE FQ/ �N��U� PRDPERrYLINESAREFORASPECIFIc FUJI CLEAN CEN-7 ELEV. .5 O p I' 3' CLEAN �A PURPoSEANOWEAOGUIDETHE INV. EL. 6.1' INV. EL. 5.9' TREATMENT SYSTEM INV. EL. 5.4' o SAND ,,,«• ARENOTIOPPENDERETATHE INVERT ° COLLAR ERECTION OFFENCES,ftETAINiNG INVERT JEFFREY W.HADERER L.S. Wes`DDITI NSTO'iLOINGG ELEV. s.6' AREAS,AOOLS,PA IC BUILDINGS n ANO_A_NY_OTHERCONSTRUONON. _ \/ - NYS LIC. NO.:050538 UNAUTHORI ED ALTERATIONORADOITION ELEV. 5 7 TOTHISSURVEYISAVIOLATIONOF SECTIONM90FTHENEWYORKSTA/E - EDUCAPONLAW CORESOFTHIS SURVEYMAPNOTBEARING --------- ----- THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEALSHALLNOTBECONSIOEREO TWINiOBEAVAIJOTIIlECOPY BOT. EL. 6.2'-8' 6' MINIMUM PENETRATION HIGHEST EXPECTED GROUND WATER FORKS LANDSURVEYrNG CERTIFICATIONSINDICAiEDHEHONSHALLRUN SEE SEPARATE ENGINEERING PLANS AS PREPARED BY INTO A VIRGIN STRATA ELEV. 1.9' N K111C;A,UNFTEOs OPREPAREDANDONHISBEALFTOTFSURVEY CHARLES M. THOMAS DATED 9/15/22 FOR IIA SANITARY SYSTEM DETAILS OF SAND AND GRAVEL GROUND WATER PER TEST HOLE IAN W.MONMA',NEWYOAY,11946 IS PREPARED ANCON HIS BEHALF i0 THE BAM1'f 69-831;NE)1 11946 TITLECOMPANY GOVERNMENTAL EON,AN AND RN 63l-369-831_-l£j 631-,?69-N.?l3 LENDING INSTITUTION THE LENDING HEREON,AND emaiLNIfk51amy- ahW.rom TUTIONCRTIFICSOFTHELENOTTRASTI- ELEV. 0.9 TUTION CERTIFICATIONS ARE NOTTRANSFENF COPIESOFTHR SVRVEYAVIK ETHER PAPER O ELECTRONIC,NOT BEARING rO ADDITIONAL INSTITUTIONS OR SUBSEgUENT TNELAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SNALL NOTBE OWNERS, CONSIDERED TOM A VALID COPYAND SHALL NOTBE USED FOR ANYPURPOSE, - T.O.RIDGE - CEA _ 00 HJt�. — ARCH ITFEE CT MEAN ROOF HEIGHT -711 STANDING SEEM METAL RD, F PER SELECTION 0 OWNER j REVISIONS D E S C R I P T 1 0 N LIE F1 I STANDING SEEM METAL ROOF PER SELECTION OF OWNEF Lj 11L—L - AR 0 9'-0" PLATE HEIGHT - 9'-0" PLATE HEIGHT T.O. WINDOWS T.O. WINDOWS _� 2032 2032 AX 31 AX 31 31^ - d1 4'-0" PLATE HEIGHT 0 0 3'-6" PLATE HEIGHT 24310 30310 24 v — o r 3052 EGRESS 2'-0" PLATE HEIGHT b 0 STANDING SEEM RICO T.O. SECOND FLOOR METAL ROOF PER — SELECTION 0 OWNER STANDING SEEM T.O. SECOND FLOOR METAL ROOF PER 10'-0" PLATE HEIGHT 30510 30510 SELECT1oN OF OWNER BE BOARD TEMP TE M P T.O. WINDOWS AXLrA 0 2032 2032 24510 -S-STONE VENEER,J;�J O�LJ 'u T.O. T.O. FIRST FLOOR �. AVERAGE EXISTING EL 5'-3" (� W � GRADE U o - O E FRONT ELEVATION = z SCALE: 1/4" = 1'-0" Allill •• W D � LL O �-- O NQ N � 2032 9'-0" PLATE HEIGHT T.O. WINDOWS 0 4'-0" PLATE HEIGHT 0 2852 2852 24310 2852 2852 2852 2852 3042 EGRESS EGRESS EGRESS EGRESS EGIRESS EGRESS 3052 3052 EGRESS EGRESS 0 i T.O. SECOND FLOOR rwm Charles M . Thomas 10'-0" PLATE HEIGHT 8080APLR [ (� [ � �I � a r c h i t e c t T.O. WINDOWS D PO BOX 877 JAMESPORT, NY 11947 631 727-7993 DEC 1 2022 i I PROJECT b OUT �! �rrrlIl"^1 Tm SACW R 30510 EGRESS _ .».. . T.O. FIRST FLOOR FRONT & REAR TOP OF RETAINING WALL 6.2' I F TOP OF RETAINING WALL 6.2' ELEVATIONS O� I PROPOSED POOL LINE OF EXISTING GRADE PROPOSED GATE DATE. 12/09/22 GRADE BEYOND EL 5'-2" PROJECT No. GRADE EL 5'-8" GRADE EL 5'-8" UNE OF EXISTING GRADE DRAWING BY. CMT GRADE BEYOND UNE OF EXISTING GRADE CHK BY. UNE OF PROPOSED POOL GRADE EL. 4'-0' GRADE DWG No. GRADE R LA R ELEVATION GRADE EL 4'-0" E -FO-017-FO 0 2 SCALE: 1/4'1 = 1'-0" 1 OF 5 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 ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VIS AL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. T.O.RIDGE 1100 ARCHITECT MEAN ROOF HEIGHT 04 CEDAR ROOF SHINGLES TO BE SELECTED BY = OWNER w REVISIONS D E S C R I P T 1 0 N �icw LO I i � C) / CEDAR ROOF SHINGLES Z TO BE SELECTED BY w OWNER 9'-0" PLATE HEIGHT T.O. WINDOWS EE i F1 �i I 0 i 1H11Lm=j m 3046 3046 3042 3042 3'-6" PLATE HEIGHb EGRESS EGRESS 36" HIGH HAND RAIL PER NYS CODE — X t, n W O O _ Lia, O Wy�1 O n 7 F- Q S T.O. SECOND FLOOR j r�r000 I Of 1 10'-0" PLATE HEIGHT n z w N � O -1 O T.O. WINDOWS mw CEDAR SIDING TO BE CEDAR SIDING TO BE 0 SELECTED BY OWNER SELECTED BY OWNER c0-1 a CEDAR SIDING TO BE OPEN w SELECTED BY OWNER COVERED PORCH o .p o 30510 30510 EGRESS EGRESS 36" HIGH HAND RAIL PER NYS CODE 35" HIGH HAND RAIL PER NY CODE T.O. FIRST FLOOR EL_ 10'-01 _ 1 J GRADE EL 8'-0" RADE` — — I 0 EXISTING 6'-0" - - - -EL — — PROPOSED RETAINING — ._ ,_ _ _ _ _ _ WALL — LINE OF EXISTING GRADE I AVERAGE EXISTING EL. 5'-3" - - - - - - - - - - - - _ GRADE -701 — — — — — — — — — — _ EXISTING EL 4'-0" I GRADE EL. 4'-0" UNE OF EXISTING GRADE o - - UI W PROPOSED RETAINING WALL TO I F EXTEND ALONG THE SIDE YARD I I z / O (103' TO THE FRONT PROPERTY LINE � ;� -2") E SIDE ELEVATION EL. D'-D• 0 W z (' ELEVATION 0.0' 3 SCALE: 1/4" = 1'-0" LL Ll_ W U mmmumW LL 0 F- 0 (- CEDAR ROOF SHINGLES I ( Q TO BE SELECTED BY Imo- V / N OWNER CEDAR ROOF SHINGLES TO BE SELECTED BY OWNER :D CEDAR ROOF SHINGLES TO BE SELECTED BY OWNER 9'-0" PLATE HEIGHT T.O. WINDOWS U� D E:1 El v DEC 1 4 2022 2842 CEDAR ROOF SHINGLES 3'-6" PLATE HEIGHT TO BE SELECTED BY o 36" HIGH HAND RAIL PER NYS CODE 2446 2446 OWNER Southold Town -- — Board of Trustees CEDAR SIDING TO BE - ----- - - - - M SELECTED BY OWNER T.O. SECOND FLOOR CEDAR SIDING TO BE SELECTED BY OWNER 10'-0" PLATE HEIGHT - CEDAR SIDING TO BE SELECTED BY OWNER Charles M . Thomas CEDAR SIDING TO BE SELECTED BY OWNER T.O. WINDOWS a C G h }L e C }l PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 OPEN OPEN o COVERED COVERED o PROJECT PORCH PORCH E2446: 30510 36" HIGH HAND RAIL PER NYS CODE EGRESS T.O. FIRST FLOOR --------------- � --- SIDE ELEVATIONS GRADE EL 8'-0" GRADE EL 8'-O" CLOPLAY O.H. DOORS NEW 16080 O.H. DOOR BY "CLOPLAY" AS SELECTED PER OWNER — in PROPOSED POOL ( PROPOSED GATE--\\ -PROPOSED RETAINING LINE OF EXISTING GRADE — WALL WALL _ _ _ _ _ _ _ _ _ _ _ _ — — — — — — — — — — — — — — — — LINE OF EXISTING GRADE — — — — — — — — — — EXIS NG EL. 6-0 GRADE EL 5'-2" DATE: LINE OF PROPOSED POOL PROPOSED RETAINING WALL TO 12/09/22 PROJECT No. o Z I I EXTEND ALONG THE SIDE YARD TO THE FRONT PROPERTY LINE DRAWING BY. CMT L (92'-2") CHK BY. I�L_JJfI DWG No. E REAR ELEVATION 002- 0 0 4 SCALE: 1/4" = 1'-0" 0OF 5 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 ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE,ARCHITECT.VIS JAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. I 32'-0" xpool 12'0 N ARCHITECT REVISIONS D E S C R I P T ION p\ER ' LINE OF BALCONY ABOVE a POIRCH BLU STONE 0 18'-0" "� m COVERED ¢II PORCH m ' o BLUESTONE FWG 12080-4 22'-8" I B.O. = RETAINING IN WALL 4.0 B.O. = RETAINING WALL 5.2' FWG 12080-4 REAKFAS T.O. RETAINING WALL 8.2 T.O. = RETAINING WALL 8.2' , -�� -1L - -r NOOK = 22'-9" � J L co COVERED COVERED b I N I N(� Lr) -ROOM- FWG 8080 /SHOW'ER� Dw o J I I I W _ � N v N ° J N LIVING _ �o KITCHE 0 — I J '0- 1 ROOM o �� I u O s� U o o °' 0 J I ® z ` w CD z co J w 0 o N N W �Oo BEDROOM 0 O 01 ONE 01: 1 W } LL _ I = z � � QQ zI mI I LJ 12'-0" -4' 4'-5" 2' 0" 17'-10" WET BAR 2'-0' REF. N0�0 - - - - - — — — — - - - - (� W a D. LL U `L BENCH & HOOKS 5'- 0j" 0 1?� �s�0 R - � 5'-2" n ZO o o Q AIR HANDLERS TC. _ R yon° MUD ROOM i A N TR Y I 0 BATHROOM — M ECH �� f— °�° OPEN 15'-10" `'s� I � l V — — o ROOM Q 0 CLOSET ABOVE ° U (�� N LAUNDRY C VERED n00� ° Noo v I o FONT ' `°o PORCH h'- D 5' 7' W HWH B UESTONE 1 _9 — I 4'-0" 8X8 COLUMNS I WRAPPED PER w — — — SELECTION OF OWNER I D � I I DEC 14 2022 ISouthold Tow Board of Trus ees 2 0 _ O >> _ II 3 CAR 0 o GARAGE I o . I Charles M . Thomas I a r c h i t e c t I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 f PROJECT = 2,-g „ ' 0 I o I FIRST FLOOR PLAN P FIRST FLOOR PLAN , � 0 I0 I a 2 SCALE: 1/4" = 1'-0" �` I 19_ emsWT-ITT FIRST FLOOR= 2 SF I _ DATE: 12/09/22 _ PROJECT No. f ' DRAWING BY. CMT CHK BY, DWG No. 0- 003- o0 3OF5 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 ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VIS AL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ARCH ITECT REVISIONS DESCRI PT ION 36" HIGH RAIL FEF Nr5 CGDE — -- -- --- — — — -- – -- --- p� BALCONY FWG 8070 ROOF BELOW MASTER Li Zo `I ROOFBEDROOM 2 BELOW/ OFFICE BEDROOM W� °° �m THREE M 9�' r I w 0 rF Y 20 z BEDROOM LAUNDRY w 0 > Dm TWO I Z Y I 12' _ "' « I CLOSET 0 o I ATTIC PU O �o, �o, BATHROOM \, / DOWN STAIR �s .3 I ° LL O) � o o O o I w 0 ti z o WI CLOSET 4'-8" Oho 12'-0" �, z MASTER ui W NOTE: CAN CHANGE ° THIS TO A POCKET o LINEN o BATHROOM DOOR I �O z O, ?O, o CLOSET7 do 0 0 161- I 4'-7" 36" HIGH HAND RAIL PER NYS CODE P.D. 2670 WI CLOSET I \ / D R P.D. 3070 °moo SHOWER LL r 1 - -- —- 7-11117777771 5'-0" 2'_81,. Y z �J CD OPEN22 0O M W w I /SHOWER I CLOSET LINEN z coBELOW IQ ROOF I I QL .000, 0OOM 4' 0 BELOW O IIuIY_ `I (LINE 0 O o I I ?°)° �O^ I E O �—6' I �i I 0 �- 4'-0" ( N _ — al NOTE: UNFINISHED ATTIC SPACE ABOVE I I I STAIR DOES NOT EXTEND TO ATTIC ONLY TO FIRST AND ISECOND FLOORS I OFFICE `I LINE OF WALLS BELOW II� ; I IL Oti Io 0 m ` 8,.0, WER, I la a w o> BATHROOM O Lo 1 ryO O II ° ° I CLOSET p C� II I 19'-94 DEC 1 4 2022 I , I I -ply Southold Town Charles M . Thomas I II Board of Trustees I I a r c h i t e c t LINE OF W PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 I w I REC ROOM '- Y J N Owol `03 UNE OF 8–0" 1� zlm I II ° J PROJECT E.�. a-- J 4 �I (coo O J W I� ¢Q II I I Y O V O w I I o w 5 � J O ul SECOND FLOOR PLAN P SECOND FLOOR L 2 SCALE: 1/4" = 1'-0" SECOND FLOOR= 2177 DATE: 12/09/22 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. e -F00 - 00 4OF5 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 ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VIS AL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. . I - I , ARCH I-FFEE CT 9 I I REVISIONS D E S C R I P T ION 36" HIGH RAIL PER NYS CODE BALCONY I, I ROOF BELOW 2X10 ROOF RAFTERS I// 2X10 ROOF RAFTERS 0 16" OC. ® 16" OC. 00 ♦ MASTER \ BEDROOM LLI ROOF Y m / BELOW OFFICE mo 0 '01 LL- _ BEDROOM wa / ww O O THREE a o X x CV N } LJ l Z RIDGE wo U- Wo 0 ® BEDROOM LAUNDRY �� WI CLOSET W vUj m x TWO WI CLOSET = ATTIC ACCESS N 010 PULL DOWN N L)Q �o� BATHROOM 0 STAIR 0 0 o L�. �' No m (D O 0=0 R z F-o �` � LL- 0 � W 0 SHOWER 0 ® 8 MASTER a �F N BATHROOM N � , (� W LINEN W UNFINISHED / 1 CLOSET O 10 01 LLJ ATTIC SPACE 36THIGHAND RAIL P� CODE SHOWER I CLOSET vo 11 LL Of ' o o (0 TO OPEN O Z 00 ® SHOWER BELOW CLOS T LINEN W `../ N ROOF c� W c8ATHROOM W4'--0" BELOW 1 DORMER �� Q LI F O 2X10 ROOF RA 0 ROOF RAFTERS 3'- .. ® 16 OC ® 16 OC. ` II O I •- DORMER / 771 I � / N loll UNFINISHED 1 OFFICE TTIC S C I LINE OF WALLS BELOW ��I w I, c� j a1 ,I I' 3 0 u � ro SHOWER I a ,I BATHROOM � I J J la 0 w d z ,I z 1 o D III CLOS T DEC 1 4 2022 ISI 1 Rs Southold Town 2)(10 ROOF o�FFTE Board of Trusteeq 2X10 ROOF RAFTERS 1 ® 16 Oc. OF Charles M . Thomas UNE 8 D� w w REQ R OM 00Y, a r c h i t e c t LINE OF 8'-0" z aao 01'' PQ BOX 877 JAMESPORT, NY 11947 (631) 727-7993 UNE OF J 4 PROJECT 3 O 1 Z 1 w Z� J Z J J O Z J — ROOF FRAMING PLAN P ROOF FRAMING PLAN 3 SCALE: 1/4" = 1'-0" SECOND FLOOR= 2177 DATE: 12/09/22 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. 5OF5 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 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. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISI JAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. u ' 1( 6. 0') FLOOD ZONE A —, - 6 (MIN FIRST FLOOR ELEVATION 8. 0') (5. 9 ) (6. 0)) 6 . 2 SOUTHOLD TOWN CODE 6 ° HEIGHT OF A BUILDING: CHAPTER 280— ARTICLE 1 : GENERAL PROVISIONS THE VERTICAL DISTANCE MEASURED FROM THE AVERAGE ELEVATION OF THE ARCHITECT EXISTING NATURAL GRADE ADJACENT TO THE BUILDING, BEFORE ANY (5. 5)) ALTERATION OR FILL, TO THE HIGHEST POINT OF THE ROOF FOR FLAT AND �a . MANSARD ROOFS AND TO THE MEAN HEIGHT BETWEEN EAVES) AND RIDGE REVISIONS D E S C R I P T 1 O N FOR OTHER ,TYPE ROOFS. 11/10/22 RETAINING WALL EDITS � " 11/11/22 PIER LINE EDITS ° 0 BULK SCHEDULE FOR RESIDENTIAL BUILDINGS: CHAPTER 280 A TACHMENT 3: — DISTRICT R- 40 — ALLOWABLE BUILDING HEIGHT: 35'- 0" PROPOSED BUILDING HEIGHT: 31 '- 4 8" 5 . 1 (5. 6') (5. 61) 3 • 2 12 0 ' ' (5. 6)) AVERAGE GRADE (EXISTING): (5. 11) � 1 1 ° 2 � � ° 0 EXISTINS GRADE AROUND PROPOSED HOUSE: ° 5.0' 5.5' 15 ° 85.6' 5.9' 6.0' N 6.0' 5.1' PROPOSED HOUSE N 5.6; ., 5.6 5.65.1 ' F . FL . 10 . 0 4.6' 4.1' 73.5'2 2 . 7 ' 0 > � AVERAGE GRADE= 73.5'/14= 5.25' 0 0 WORM9 18 . 3 W0 O z N N (4. 6') _ y 23 . 6 Ln U. U 0mm"mW U 0 W 0 NOTE: (X.X') INDICATES 4 `- EXISTING GRADE AROUND PROPOSED BUILDING FOOTPRINT. T.O.RIDGE C/) 0 N N Q U o EXISTING GRADE DIAGRAM m 1 SCALE: 3/16" = 1'-0" - - - - o MEAN ROOF HEIGHT x CEDAR ROOF SHINGLES �- TO BE SELECTED BY D OWNER y0-j x N I b it CEDAR ROOF SHINGLES 6 Q E C 1 4 2022 TO BE SELECTED BY OWNER � I 9'-0' PLATE HEIGHT Southold Town Board of Trustees T.O. WINDOWS b z 3046 3046 30310 30310 3042 3042 3'-6' PLATE HEIGHT, m F N Charles M . Thomas EGRESS EGRESS 36"HIGH HAND RAIL PER NYS CODE t` w o U- <= <= a r c h i t e c t T.O. SECOND FLOOR = PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 z �j 10'-0" PLATE HEIGHT o z_� N 9U r T.O. WINDOWS mw PROJECT 0 CEDAR SIDING TO BE CEDAR SIDING TO BE 0< SELECTED BY OVMER SELECTED BY OWNER x CEDAR SIDING TO BEOPEN w SELECTED BY OWNER COVERED PORCH .o o 30510 305101° EGRESS EGRESS 36' HIGH HAND RAIL PER NYS CODE 36"HIGH HAND RAIL PER NYS CODE i T.O. FIRST FLOOR EL 10V-o PROPOSED BUILDING GRADE EL6-D HEIGHT DIAGRAMS LME OF EIOSIING GRADE— — CALCULATIONS HAVE BEEN °°s""G -D' - - - - - - - - - - - - PROPOSED RETAINING�I PREPARED USING THE INFORMATION - - - - - - - - - - -- - - -- - - - - -- - -LINEOFEESIING — - - - - - - - - - - _ _ _ ----CEExIsnNGELS'-3" , 12/08/22 �R�E -26' >; DATE: — _ UWNG EL 4'-D" GRADE EL 4'-0" LINE CF D1STNG GRADE PROJECT No. FROMTHE PROPOSED RETAINING WALL TO DRAWING BY. CMT SURVEY O F J E F F E R Y W H A D E R E R �EXTENDTHEARD 3'-2.F ALONG THE SIDEPRESIDE LINE TO THE FRONT PROPERTY LINE 1� ;,�� � CHK BY. 7 I-�-I DWG No. (10 LAND SURVEYOR DATED JULY 22, D MEAN BUILDING HEIGHT DIAGRAM ELEVATION Off L- J-k - ���� Ste— 001 — 00 2022 2 SCALE: 3/16" = 1'-0" 1 OF 1 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 ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISI AL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. _ SITE PLAN OF PROPERTY SITUATED AT MATTITUCK - TOWN OF SOUTH.OLD ARCHITECT I' SUFFOLK COUNTY, NEW YORK �x - S.C. TAX NO. 1000- 123-04-5. 1 REVISIONS D E S C R I P T 1 0 N SCALE 1 "=20' Z24.0 COMPONENTS THIS ACCESS ONLY PROPOSED SEPTIC SYSTEM DETAIL 20"0 HDPE SECURE HEAVY COVER BY POLYLOC APRIL 15, 2016 ADD TOPO �' (NOT TO SCALE) JANUARY 21, 2022 ADD TOPO 20"SAFIY SCREEN 8Y POLYLOC(TYP.) HOUSE 12 x 12 POLYLOK D-BOX FEBRUARY 28, 2022 LOCATED FLAGGED WETLANDS ELEV. 1o'D' MANHOLE FINISHED GRADE W/ PDB-12 RISER AND FINISH GRADE ELEV, 8.0' ROTO-FLOW 3050-4 LEVELERS ELEV.6.0' JULY 22, 2022 PLOT ADJOINING DWELLING LOCATIONS /' CLEANOUT TO GRADE WITH LOCKING COVER TOP EL 6.4' 1' MIN. APPROVED PIPE 8"TRAFFIC RATED INV. EL min. PITCH 1/4'/,' c+ {} �� 6.5' INV.EELL. 66.9' IWER GA FWI CLEAN CEI-7 AN ' ELEV..5'•• N S' CLEAN AREA - 20,620 s q. 1 1. INV. EL. 8./' TREATMENT SYS EM NVERT INV. EL 5.4' c SAND 0.4734 a C. Eie°ti Ts s ,s.5 h I--9.s •.{ ._ COLLAR UPLAND AREA = 19, 182 sq. f t. o °` % �v��G[.w �RoN UPLAND AREA= AREA OF LOT �a� ✓$ - e��RG GPS DOT. EL 6.2' 6 INTO MA VIRGIN STRATA EILEV. 9GHEST EXPECTED GROUND WATER ' •G P�'EN�P'(� OGQE• G RP�REQ of SAND AND GRAVEL ELEV.GROUND WATER PER TEST HOLE DEDUCTING AREA OF WETLANDS) p0 e v P � N O� $2 \•I'` �o Q P PG vEF FUJI CLEAN CEN-7 P �0 E NVF 5 I/A OWTS SYSTEM - NOTES) EOGE(f ppVEllel1 p / NEARS (0 8 S�PtGO' 'S ' TREATMENT SYSTEM I. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 6 BEDROOM HOUSE IS 660 GPO. �3p O O P 4 CGP _`Q USE FWI CLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. THIS SITE PLAN HAS BEEN PREPARED __ J QR pR P.` 6 BEDROOM HOUSE, SINGLE FAMILY DWEWNG a 660 GALLONS PER DA 2.A 10FT MIN.DISTANCE BETWEEN I/A SYSTEM AND HOUSE SMALL BE MNNTNNED USING THE INFORMATION FROM THE w' W �� st�ec � > �;o pNG ��O�PMONQ p��-OK12��5OR�Q�� \ USE: (1) FUJI CLEAN CEN-7 TREATMENT SYSTEM 700 GALLONS PER Y 3.ALL 4.INST'rALLER MUSOINTS T HOLD ABE E CURRENTSO TANK QUID WASTE LICENSE PURSUANT TO CHAPTER 563 -\OARTICLE VII WITH ENDORSEMENT J. `�cc1tY� Q G 6.I/A SYSTEM MUST BE REGISTERED WITH THE SUFFOLK COUNTY BOARD OF HEALTH IN I 6VN-" O OR 0 OV - 8. ACCORDANCE OWNER ANCESHALEXECUTED O&P CONTRACT WITH THE MAINTENANCE PROVIDER AS PFR SURVEY OF JEFFREY W. HADERER LAND uclR�c /� , - toy w � o, 6� PSA -01 wI P 0R ACCORDANCE TO ECUTEDE 19. ' YEITR �� O REG �2 nOX �� LEACHING GALLEYS (8) O P C O V 4 � �A VENTARTICLE 19. SURVEYOR FROM JEFFREY W. HADERERI 9 0, PROP 6 (�W 3050.�Ft ON(�t0- I \� \\ 1 MINIMUM LEACHING SYSTEM R GALLEYS (BHOUSE5)2DE�tt DEWALL AREA '' INCHEn Orme GRADE WITH A 2'DIA PCARBON IPE To TM�DEVICE LOCATED 3 FT FROM ANY WIIOR SIDE OF RESIDENCE AND NDOWTE 78 LAND SURVEYING P.C. DATED APRIL 15, OR DOOR. E _ \� h F Q�S� O G G �R G N �O \\\ \C 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCE CONCRETE(OR EQUAL) 8•ELECTRICAL CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE IN MEW OF THE 2016 a 0t0 OG,���1 �1'iPGePT0`SS LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. SYSTEM ELMSH4LL nMEET(META)4x SPECIFlCAT ONS. I' I d \� d R`,I�� F"`O(FL`'o 3.ALL OTS\`` C\��` ��-l'\ 4.A 10'm DS DISTANCE BETWEEN LEACHING FPOOW AND WATER(U NEES LL BE MAINTAINED. 1D'RREEANCDHINGSTHE CONTROL PANEL SEALS rO PREVEHi CAS AND MOISTURE FROM TEST HOLE DATA - �•2 v„ �Q (0 / 5.AN B' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND OWTS T K SHALL BE MAINTAINED. ,1.SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL (TEST HOLE DUO BY MCDONALD GEOSERVICES. ON SEPTEMBER 9, 2022 Z,1 , `'' >! -'- a �� P pNE c, GON�R� \ ACCUPA AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEAN AND HEARD BY �/ `` OCCUPANTS OF THE RESIDENCE SERVED. AUENUL- 12.AERATOR AND OPERAT NG COMPONENTS SFULL BE ACCESSIBLE AND SERVICEABLE FROM EL. e.0• 0 TO NEW SUFFOLK UNE >_ ,F\et OF QIE C'r\RO�, \ / ACCESS OPENINGS. DARK BROWN LOAM OL pRppDSEO WAS S TES ST1 W 3k ° ��cls o G / EG 0R /`.( '( / AERATOR'MOUNTING CASING CONDUIT ` �`` 7 V O "Y\`\ • /\/ r,',,.;•....;.:.+': n t ' 4NT: I 4 l �YY pP,�� ``// \ 0 WIRING PER MFGR. r,J�p• r,{�SMI `` •�(• +:�:• 1J7 C��'� n, •, z ;�i f \ '�� �`\ �Q�S�O �Ov / i\? 120V AC, 10. 60 HZ, 15-AMP POWER SUPPLY pERGROU�1 b" W s?: t' P 0 �\ \ / / NO 2-2 AWG WITH GND IN 1'PVC CONDUIT BROWN SILT ML UN ? o �i� • O� �`` FOR N o �► o {,I TEST HOLE sq - '°� \ 2pNr1EG1� yS;r� FUJI HARDWIRE overs 3.0' � � C14 � =o 6.0 /� r Io-0' O GMPNNOV ��j /y GEN 7 CONTROL SERV CE r,[�} e+eF� I ,` Y t PANEL PANEL .• .} .}• RT-�` Jw °�{,nOv yF 1:•rB/ j ELECTRIC SERVICE + + BROWN SILTY SAND SM FKNI YARD TO ,ro - AT tet- ak-I W .•6'L'.'. a EO p��'N` �', = _t 6 / IR BLOWER CONECTION i I4.0' RE(A1Ajv N 8.0 cn -I :$�.. ,�ROp,OR WA / \ 1 0� \ NOTE: BURIED ELE ICAL POWER CONDUITS EL. 0.9• BROWN FlNE SAND SP QEVAIN p r l`�`'L d ` o `t5 �"c o ';^'- / SHALL BE MIN. 24•BELOW GRADE GROUND ROD GROUND WATER ;a. 5.1' �j W 3 2 .�+ROPK :.a Ted 1 " ,. n a v ••,,••�•,, ,, /2�'•/,.,�• \ T3 ELECTRIC ONE UNE DIAGRAM • ww� fJn I ,'�.'.'.'.'.'.'. a d ..1/1"\• fOc� 0'�' NOT TO SCALE GF d....'.'..'.. \ Ik c > a• QGG ,<( C WATER IN BROWN FINE SAND SP e ; WN1 TO .... �. ItE[A1N ( LINE' �' CD 1....'.. Z crR GRRRGE ° O O O ,� },J{�(�' 1 LOT 6 ALARM/CONTROL PANEL CONTROL PANEL MOUNTED 13.0' W 3C $ '"', Q1� C� `y MDL 1041972 RHOMBUS R A" TR 4"X4•PRESSURE `✓\•' � 51........ '� ....'.1�•. �p�SF.......................:. �H W N� NOW OR FORMERLY OF MFG BY SJE RHOMBUS TRIATED WOOD POSTS AIR BLOWER TO BE I .:...:.:.'..'.'...'.'.......OFA t' toa� LEE PETERS :':'.': :. : :::......... 1 .... , -t r. 0 p�S .•....'.' .'.'.'.'.'.'.,22..' ......"io• �5� 1 INSULATED WEATHER f LEGEND: �N[IS � '. ' PUBLIC WATER RESISTANT BLOWER � ENCLOSURE Y 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM LOT 4 1{pUSE CMI ;;';:.P� ...'.'.'6 eC. �0•...::':':':':':'. G�"''" i , W EXISTING ELEVATIONS ARE SHOWN THUS: ~ :':'. F. > NOW OR FORMERLY OF �O F.FL. - FIRST FLOOR O �5pR° .'.'.'.'.'.'. r. G.FL. - GARAGE FLOOR LEONARDO SE$$A cn ` / °E •fT .......................:........ '.'.:': ../ \C / Pv� ON O PUBLIC WATER ! s�.:.:.:.:.:.:.:.:.:.:.:.:.:....... t$3 �\ %f >. 2. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 6 BEDROOM HOUSE IS 660 GPD. :':':•�1, %,.'; ii ��� A�G�F M FFU�IC"EATO N OWTS W FUJI CLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. �~ �0 W1`5.'- '`'ti0 �,,�rn DOORS \ - MINIMUM LEACHING SYSTEM FOR 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. PROPOSED BI� BE pWDONED, Q -•23^• 4 ;•;:O Z":TRICAL SUPPLY 8 LEACHING GALLEYS (8.5'x4.75') 2' DEEP SEPTIC TO S.C,p•H•S � W 6l ' ,•, N TO BOWER IN NCCOR 'E RIM ,\ t0 WW ;. ..c,�oFp `` \ ELECTRICAL SUPPLY To FUJICLFAN OWTS �! saucE Box PROPOSED EXPANSION POOL a pT10NS \ 9• �tWN u' ...'....'..'..' Q �G (4� Ecwl y\ :.:.:.:.:.e�oP�... .... .. \ _l / .... POOL �Zp'."' LGW� CONTROL PANEL & BLOWER W ® PROPOSED LEACHING POOL DF p�NCIPI�CK 1 ^' `� Har to O RE SE18E+ ` / / Nip W BOE O \�y 000 TREATMENT PROPOSED SYSTEM CLEAN CEN-7 OF FWNOATIOWN�D SIDES o F S�Wm'` �• ® PROPOSED 12"x12" POLYLOK DISTRIBUTION BOX � '� FWDGE ON TME ,j l tiATNE �� / BE 1z1ANTtD To aBLOCK CURB►NG �O p�� / r" 5. EXISTING SEPTIC TO BE PUMPED CLEAN AND REMOVED. ,�E���\1U � pl{ON _ � NGRED , ``�v `�, PROPOSED CONC. RETAINING WALL DETAIL 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD I ��� W OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. �� / FINISHED GRADE 8.0' U EXISTING SANITARY ON SITE TO BE REMOVED o, -1/2" VENTILATION PIPE 8 No.4 REM SCUM BAFFL o V O.C. 16 / REHM � o 240 . .,•D• W / ! 6. 2 4.0' ED CTLIDE - e 7 MEMBRANE WATERPROOFING-,_, 4.0' O L.3,1 2'-1,a" 2_88" _,• SEPTIC SYSTEM SIDE DRAINAGE SYSTEM CALCULATIONS: / �,`FF� d 0ECIRCULATION �- ROOF AREA: 3,998 sq. ft. c::) AISINFECTION IR LIFT P b ` v Q 3,998 sq. ft. X 0.17 = 679.6 cu. ft. o L p { _ \ CYLINDER (OPTIONAL) ,-e• :',�' S N 679.6 cu. ft. / 42.2 = 16.1 vertical ft. of 8' dia, leaching pool required ���'� 4" INLET PIPE / \ \ / / ' OUTLET PIPE No.3 REBAR e,2• ' PROVIDE (2) 8' dia. X 2' high STORM DRAIN POOLS 4 �A , s 2 ofCf) , . PROVIDE (4) 8 dia. X 4 high STORM DRAIN POOLS 2.6' wF�3 OD 11g ---EFFLUENT ` a EL: INLET BAFFLE AIR LIFT PUMP Nu.I ROIMR NOTE: ALL ROOF AREAS TO BE PIPED TO DRYWELLS I � Nµ PI p 5 2}' VENnLAPOE Q PROVIDE 3'-0" COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN , D LL, C� L5 ll . , `�"�^'• ,� ®� RECIRCULATION PIPE OW BAFFLE /2" AIR INTAKE PROPOSED 8 DIA. X 2 DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: (CLEANING OPENING) FLOW OPENING (TYP. 13 PLAN VIEW D EC 1 4 2022 PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: - G ISINFECTION Southold Town 16' MANHOLE (TYP 18" MANHOLE (TYP 24" MANHOLE (TYP CYLINDER (OPTIONAL) 4' MANHOLE Board of Trustees PROPOSED 8' DIA. X 4' DEEP DRYWELL WITH OPEN GRATE ARE SHOWN THUS: Q - OW OPENING LOT AREA = 20,620 sq. ft. A,. UPLAND AREA = 19,182 sq. ft. ONTO TYPE Charles M . Thomas S � I � � N - hrr; I _ CONTACT MEDIA EXISTING IMPERVIOUS LOT COVERAGE P L A N T li I I 4 I� DESCRIPTION AREA % LOT COVERAGEI' d r C h I t e C t - \/ HOUSE 1,692 sq. ft. 8.8% SCALE. 1 - 20'-0" PO BOX 877 JAMESPORT NY 11947 631 727-7993 I ECIRCULAnON I ( ) DECK 184 s ft. 0.9% ASSEMBLY q' o + o SHED 320 sq. ft. 1.7% 1 O \ I PROJECT MASONRY WALK 86.sq. ft. 0.4% / \ \ 3 �0 TOTAL 2,282 sq. ft. 11.8% j O ROBIC MEDIA PROPOSED IMPERVIOUS LOT COVERAGE - RanoN ASSEMBLY DESCRIPTION AREA X LOT COVERAGE HOUSE 2,486 sq. ft. 12.9% SECTION A-A VIEW SECTION B-B VIEW PORCH 957 sq. ft. 5.0% POOL 384 sq. ft. 2.0% SITE PLAN FUJI CLEAN CE -7 TREATMENT SYSTEM TOTAL 3,827 sq. ft. 19.9% NOT TO SCALE) NOTES: DATE: 12/09/22 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM PROJECT No. EXISTING ELEVATIONS ARE SHOWN THUS: xx.x DRAWING BY. CMT F.FL. - FIRST FLOOR CHK BY. G.FL. - GARAGE FLOOR DWG No. m- 001 - 00 , OF , 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 ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.MSIJAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management November 21, 2022 Southold Town Trustees 54375 Route 25 P.O. Box 1179 Southold, NY 1179 Re: DEC Permit Chris& Elizabeth Austin 2200 Deep Hole Drive Mattituck, NY 11942 Please find enclosed a copy_of the New York Department of Environmental Conservation (NYSDEC) Letter of No Jurisdiction,four(4)copies of a site plan from Twin Forks Land Surveying, and four(4) copies of a site plan from CMT Architecture. Sincerely, loko Kate Rummel Project Coordinator Cole Environmental Services, Inc. D EEE NOV 21 2022 southoldTown Board of Trustees www.ColeEnvironmentalServices.com NEIN YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION blvislan of erMtentnetitnl PetrnliN Region 1 SUNY*Stony Brook 50 Circle Road,Stony Brook NY 11790- P.(631)+144.03651 R(631)444.0360 %v%%vdec ny9ov LE'T'TER OF NO JURISDICTION TIDAL WETLANDS ACT August 8,2017 Thomas A Palmerlrrevocable Trust by Marilyn Kindy PO Box 643249 Vero.Beach, FL 32964 Re: Application#1-4738-04550/00001 Thomas A Palmer Irrevocable Trust—2200 Deep Hole Drive -- SCTM#1000-123-45:1• Dear Ms.Kindy. Based on the information you submitted the Department of Environmental Conservation has determined that the functional bulkhead was constructed-before August 201977,as shown on: the Tidal Wetland Map#708-540. Therefore,the property landward of.the bulkhead is beyond Tidal Wetlands Act(Article 25}jurisdiction and no permit is required for work landward of this 4 structure. No construction,sedimentation,or disturbance of any kind may take place seaward of the tidal wetlands jurisdictibnal boundary,as indicated above,without a permit. Itis your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 judsdiction,which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary.and your project(i.e. a 15'wide construction area)or erecting a temporary fence, barrier, or hale bay berm: This letter shall remain valid unless site conditions change: Please note that this letter does,not relieve you of the responsibility of obtaining any necessary. permits or approvals from other agencies or local municipalities. Sincerely, VIP i �--— ark Carrara Permit Administrator CC. Eileen Rowan , 8MHP File EWvoRK Department of al wnea . urraaruwn Environmental Conservation Scanned by CamScanner TEST HOLE DATA (TEST HOLE DUG BY MCDONALD GEOSERVICES ON SEPTEMBER 9, 2022 EL. 6.0' 0' EXISTING CONDITIONS DARK BROWN LOAM OL BROWN SILT ML - 3.0' �°\ + + + BROWN SILTY SAPID SM + t 1/ 4.0' FOC EL. 0.9' BROWN FINE SAND SP `O0 i•- GROUND WATER a 5.1 0 A CBVE IL A � FyT o a d WATER IN BROWN FINE SAND SP �p�p0 sT9� N O V 2 1 2022 �, 13.0' GJ, Southold Town Board of Trustees 00, �o 00 0�0% C00 O Q� P 4a'i. STONE WALL AC��° s'°N ,cAA � / y, /aF 0��,9��Qy, F / / c°meq p Aa Gq,cc�pRO't' Q FN F l/OAF Ci Q Nob, / FA 2 y 7401 CO F F I�KCURBINOF(2�OANN�OZON�8p G \\ / / 1. 4�qY '9RFq iR T \ l -0° \; ry � �O� X40 co F400 �'\ � � 'I'o / l •S' � Q F \ ' �� SFR B�FFFR � y S Ass9D \' ��Q � Blil�All �o�^ 40 4,0 C905 s8 FFFR �� v2,� •l. A�CO't'C I F �'°N LOT AREA:20,620 SQ.FT. =.4734 ACRE ELEVATIONS HEREON REFER TO NA VD 1988 00°� FLOOD ZONE BOUNDARFIES HEREON AS DEPICTED ON THE F.E.M.A. FLOOD INSURANCE RATE MAP MAP NO.:36103CO482-EFFECTIVE DATE:SEPTEMBER 25, 2009 DRAINAGE SYSTEM CALCULATIONS: J ROOF AREA: 3,998 sq. ft. PROPOSED SITE PLAN 3,998 sq. ft. X 0.17 = 679.6 cu. ft. 679.6 cu. ft. / 42.2 = 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 2. NOTE: ALL ROOF AREAS TO BE PIPED TO DRYWELLSOA PROVIDE 3'-0" COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN F� PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: O PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: ' s Ay ati�i e: 00 �� •00, PROPOSED 8' DIA. X 4' DEEP DRYWELL WITH OPEN GRATE ARE SHOWN THUS: % , ����/e�QF DRAINAGE CALCULATIONS AS PER ARCHITECT EXISTING I�IIPERVIOUS LOT COVERAGE 0�Jc°P o DESCRIPTION AREA % LOT COVERAGE 5 5�a ' Q HOUSE 1,692 sq. ft. 8.2% DECK 184 s ft. 0.9% �100\P ` GV s- / / // q 41 Q �P5 . ( �oA I / ®TFC BloFlcr SHED 320 sq. ft. 1.5% MASONRY WALK 86 sq. ft. 0.4% k h i �4F TOTAL 2,282 sq. ft. 3 4j PROPOSED Ir11PERVIOUS LOT COVERAGE a °`� p°A�'� DESCRIPTION AREA % LOT COVERAGE > �pA� ' �/ / °�J�P HOUSE 2,486 sq. ft. 12.0% n,p�r, 4 PORCH 1,122 sq. ft. 5.4% SlQ C �aV�41'♦ CF �� 33. / , I ��°A I �O ����0 % Q Oq<IcLO POOL 390 s ft. 1.9% Qp55���1 �.y'aF q' 14- 3,998 y TOTAL 3,998 sq. ft. 19.3% -ER�� \ AeB 'se• Cti. '2a ? �Tl<�� LOT COVERAGE CALCULATIONS AS PER ARCHITECT ,� '`•` ��1 , DOFF11� �'FrROO PROPOSED CONC. RETAINING WALL DETAIL *41% (NOT TO SCALE) \ �!` 'i ( oR°.o �`/�'•>N'°�%' h� 'B. '� Q�° /,P 2 T �Q� 1 �t I c. sPOD S 0 TOo� FINISHED GRADE 8.0' p �O� i \\ s o�op I ° vl yq q C / A \ \\ N v v No. 4 REBAR O� \� °�~ SF`yOa�i �c�°o/ o ,"�,,,/ Q` /'EERY �\ @ 2' O.C. ��` �F�\� ° \ �o Z --- No. 4 REBAR ho' / �'q�\rOrLFO / p \ v0 ���� CO0020 `��� POSTS-STEEL,TORUSHAPE TYPE @ 2' 0.C. �OQ✓,4 4Cc `` OR2"HARDWOOD FINISHED GRADE iOo �OI�, y� �� `` �`� CTO\\ / /F�6 FENCE-WOVEN WIRE 14.5 GAUGE ° 4.0' e�QO Blic / ocOQo``, \ `�\� J 6"MAX.MESH OPENING MEMBRANE WATERPROOFING / \ �F� / °'ssFOA, \\ FILTER CLOTH SEPTIC SEPTIC SYSTEM SIDE p > oo OR APPROVED EQUAL i S <i F Q D X �. ` �'��o�; cod �91s,<r -C� \\\ 36"MIN.FENCE P o C OS ,, Z Z qV` \ ti `� N �/y \ NOTES: UNDISTURBED GROUND ar$' �•. F� Toe / \ p FLOW pA \\ 1. WOVEN WIRE FENCE(MIN. 141/2 GAUGE MAX.6" - N o. 3 REBAR @ 12" o I yO 1�0 OC (�+ 40, �� �CL MESH SPACING)WITH FILTER CLOTH OVER FENC ' COMPACTED BACKFILL 0.C. / y� • \ pcA4 2. FILTER CLOTH TO BE FASTENED SECURELY TO 6X6"TRENCH o ` WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" p D q 8 . AT TOP AND MID SECTION. 2" m 2" C ! Q ' r EMBED FILTER 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN CLOTH 6"MIN. v �'lQi EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INTO GROUND ° °osTry i INCHES AND FOLDED. D o � p a 4. MAINTENANCE SHALL BE PERFORMED AS e� NEEDED AND MATERIAL REMOVED WHEN"BULGES" No. 3 REBAR Ll 18" O.C. DEVELOP IN THE SILT FENCE. • ��� SECTION ° piA IC 3'-0" •I F mol, WOVEN WIRE FENCE(MIN.14 1/2 GAUGE MAX.6"MESH SPACING) OOo POSTS(TYP.) 36"MIN.FENCE POSTS. 10'MAX CENTER TO CENTER DRIVEN 16"MIN.INTO THE SURVEY OF GROUND DESCRIBED PROPERTY - - -SITUA TE A T QW= ILT E CE MATTITUCK -- _ TT TOWN OF SOUTHOLD g SUFFOLK COUNTY, NEW YORK S.C.T.M.DIST.: 1000 SEC.: 123 BLK.:04 LOT:5.1 6-PENETRATION INTO GROUND (SEE SECTION) 10 5 0 10 20 30 40 50 60 70 SCALE 1"=20' DATE:ARPIL 15, 2016 ELEVATION CERTIFIED TO:CHRISTOPHER AUSTIN SILT FENCE DETAIL ELIZABETH AUSTIN FIRST AMERICAN TITLE INSURANCE COMPANY MORGAN STANLEY PRIVATE BANK 24"0 COMPONENTS THIS �ccEss ONLY PROPOSED SEPTIC SYSTEM DETAIL JOB N0.:2016-133 20"0 HDPE SECURE HEAVY COVER BY POLYLOC MAP NO.: OF NEW 20" SAFTY SCREEN BY PO_YLOC (TYP.) (NOT TO SCALE) FILED.: '(� YO HOUSE 12 x 12 POLYLOK D-BOX REVISIONS: �,�� �`t W Hq'D �� ELEV. 10 0' W PDE3-12 RISER AND UPDATE&RECER77FY Q- ? / FINISH GRADE ADDTOPO12122 Lk n ? MAIIHOLE FINISHED V. 80GRADE ROTO-FLOW 3050-4 LEVELERS ELEV. 8.0' REV,WETLAND SNAMLABEL * CLEANOUT TO GRADE WITH LOCKING COVER FLAGGERSNAME22822 PLOT ADJOINING DWELLING LOCATIONS 72222 � PLOTPROPOSEDSITE PLAN 92722 se Y a TOP EL. 6.4' -I' MIN. REV.PROP.EASTRET WALL LOC.,ADD NOTES AS PER TRUSTEES 1111022 _ „�-v eASE.HENrANaoRsuesuRFace REV PEER LINE&WESTERLY s SMUCTUR65RECORDEDOR APPROVED PIPE 8" TRAFFIC RATED COVERED DECK BBALCONY 1111422 �j Q UNRECORDED ARENOTGUARANTEED INV. EL. rMOF°s"uRVEv`YENDENTATTHE min. PITCH 1/4'/1' LEACHING LEACHING 3 MEDFFSE OR pNENGIONG)SHOWN 6.5' I A OWTS TANK INVEf, GAIL_Y GALLEY �IN - EL. 6.0 / s HEREONFRON HESMUCUREs roME FUJI CLEAN CEN-7 ELEV. .5' J 3' CLEAN LAND PROPERTYNDMEANDMEEFORIC INV. EL. 6.1' TREATMENT SYSTEM U O o SAND FO SINV. EL. 5.9' AREAACEANDUEOTO HEREFORE ARE NOTINTENDEO TO GUILE ME INV. EL. 5.4 EREcn POOLS Dr FENCES RETAINING INVERT JEFFREYW ER L.S. WALLS."IPONATIOE PLANTING ELEV.' LEV T5.6' COLLAR AREAE,ADDITIONS TO BJILpNGG ANO ANYOMER CONSTFLOPON •A NYSLIC. NO.:050538 UNAUTHORrzED AL ERAn0H az aodnox D ro THIS suavErls A wourlOv of Ll , GECnONTNNOF THE NEW YORK STATE �- -- � - - EDWATION LAW COPIES OF THIS SURVEYMAPNOT BEARING ME LAND GUPVEYORG INKED SEAI OR EMEOSGEDSEALSHALLNOTBE CONEICERED 8 6' MINIMUM PENETRATION HIGHEST EXPECTED GROUND WATER TD SUR Ks-YR TO�AVAUDSIN P SEE SEPARATE ENGINEERING PLANS AS PREPARED EY BOT. EL. 6.2' INTO A VIRGIN STRATA ELEV. 1.9' LAND SURVEYING ONLYTOA EFEINOMFORI4RONSHALLRUN ISFRCF EOMO ONHISSE WHONTHEGURVEY CHARLES M. THOMAS DATED 9/15/22 FOR 1/A SANITARY SYSTEM DETAILS tsrwemn%fWailtiiircinua nNrif7� rTLEGAREDANOONHIGBEHALFTOTHE OF SAND AND GRAVEL GROUND WATER PER TEST HOLE HAA/P!T)NLtA15;NtW YOHA'1194E nTlE COMPPNY GOVERNMENTAL AGENCY AND (V)6,71-.3E9-F31.-lff 671-3F9-R,3/,7 (ENdNG INSTI1UnONLIGTEDHEREON AND ELEV. 0.9' Croad'LwlNnrkrlaROSunrrwVahOD.mm TL ME CERO ICAOf SARENOTTINGri. To CERTIF-ITUSARENOTTRANEFENT COTHE IWSVRVEYMAP,EITHER PAPERORELECTRONIC,LL NOT BENG TOAOOITIONAL INGTITUTIONG OR SUESEQUENT THERANDSURVEYORS CI SEAL ORLL NOT EDSEAL FOR NOTES D ' CONSIDERED i0 BE A VALID COPY AND SWILL NOT BE USED FOR ANY PYIRPoSE FLOOD ZONE AE- 6 (MIN FIRST FLOOR ELEVATION 8. 0') SITE PLAN 014' PROPERTY / SITUATED AT � ��� M 24"0 COMPONENTS THIS ACCESS ONLY �-� r �, 20"� HDPE SECURE HEAVY COVER CC POLYLOC ATTI .PUPROPOSED SEPTIC SYSTEM DETAIL CK D NOT TO SCALE E�GaN 20" SAFTY SCREEN BY POLYLOC (TYP.) ( ) TOWN OF `SOUTHOLD N �pD \g`oec� `'N vGNREw oN HOUSE 12 x 12 POLYLOK D-BOX ARCHITECT �P waw ✓ ,,/R,t S PR\N cPg( \R ELEV. 10.0' MA W/ PDB-12 RISER AND SUFFOLK COUNTY, NEW YORK \CP G g \NG O MANHOLE FINISHED GRADE FINISH GRADE ® \y sp*,op 6-oAr- Eo ROTO-FLOW 3050-4 LEVELERS ELEv, 8.0' QQ 2 P gE ('( pE• C R CLEANOUT ELEV. 8.0 S.C. TAX NO. 1000- 123-04-5. 1 ,S2• tFq� SO Pte( ID, GRP .�N tov .0 so�°� TO GRADE WITH LOCKING COVER �� EDGE OF PAVE1fNT Q OQ �/ , ' N o�Rs i0 ggPS\I'PEGPS('GP`'�' TOP EL. 6.4' REVISIONS D E S C R I P T ION SCALE =20 - R�� ' o�� G \YES p\NG 0 QR pRE p,Np APPROVED PIPE - 1' MIN. 1H GPO \-OP \5\'pN MONO OR\`'gR PpE INV. EL. min. PITCH 1/4"/1' N 8" TRAFFIC RATED 2016 ADD TOPO FlfC1RIC ' / p� wW� p Ng \'ONS OR p\P w Qd�POg��Rs (O C'R 6'S N , EL. 6.0 I/A OWTS TANK INVER GAL GALLEY ro 11/10/22 RETAINING WALL EDITS 0, LEACHI G LEACHING JANUARY APRIL X21, 2022 ADD T'OPO t,\ o PRgGP 0 �ZMgO W�\��� INV. EL. 6.1' INV. EL. 5.9' TREATMENT SFUJI CLEAN YSTEM ELEV. .5'• 0 0 1- 3' CLEAN a ° OPO$v 50 O\- ���� NVERT INV. EL. 5.4' o SAND 11/11/22 PIER LINE EDITS FEBRUARY 28, 2022 LOCATED FLAGGED WETLANDS 9 �qD PV,,tCgV O+N 30GO�R GOND lS \1F- ELEV. 5�' INVERT D COLLAR EL: _ 0 QP ELEV. 5.,.6 I5- or, JULY 22, 2022 PLOT ADJOINING DWELLING LOCATIONSNip,\RP\\OS�P\yE F ���� - - - - - - - - - 5- f,. e , Z N \,oG \N ��� 0 - - -AREA = 20,620 sq. ft. 2,155.38AvE / W3 �NE� PPOE coN --I - - - =' . . - - - - - - - F j0 NEW $Uff _ v� w �E�a p1 POr\(RO or PNO�P PN / BOT. EL. 6.2' 6' INTO A VIRGIN SMINIMUM TRATA HIGHEST 1 9EXPECTED GROUND WATER 0.4 34 ac. LINE 3 LL ° E c ,� + oERN�o PROPS WATER 3 a \N Pti GO WpL / -� \ C ,9 . )\ g O R N� N� OF SAND AND GRAVEL GROUND WATER PER TEST HOLE ELEV. 0.9' THIS SITE PLAN HAS BEEN PREPARED Piero E OTR I } / �-� ,` ° '� �� O P\R P\R 5�.� FUJI CLEAN CEN-7 _ USING THE INFORMATION FROM THE �RF0D`� _ , I �?�F PN sN Noy I/A OWTS SYSTEM (NOTES SURVEY OF JEFFREY_ W. HADERER, LAND OUNDFRO�UNU o _ `� ! \`€. oaE �O �� / TREATMENT SYSTEM FOR NEW o•� 0\P' O OS 1. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 6 BEDROOM HOUSE IS 660 GPD. TEST HOLE g� - \ 2b�\r\EG �OS� 6 BEDROOM HOUSE, SINGLE FAMILY DWELLING = 660 GALLONS PER DAY USE FUJI CLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. SURVEYOR FROM JEFFREY W. HADERERI N� 0 6.0' g /� O / !" G NNO� �� 2. A 10FT MIN. DISTANCE BETWEEN I/A SYSTEM AND HOUSE SHALL BE MAINTAINED pail 5 a U + MP P�11a USE: (1) FUJI CLEAN CEN-7 TREATMENT SYSTEM = 700 GALLONS PER DAY 3. ALL JOINTS SHALL BE SEALED SO TANK IS WATER TIGHT. LAND SURVEYING P.C. DATED APRIL 15, REM 4. INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 2016 FR, w IWD TO j0 BE AT d i� 3 0.:'.':'6 '' a < OSE Qy0 �"' �� $OS N r� $ d QROQ° sL /� ARTICLE VII WITH ENDORSEMENT J. h I ••,. �RN�11a \ a 5. I/A SYSTEM MUST BE REGISTERED WITH THE SUFFOLK COUNTY BOARD OF HEALTH IN ¢ 6. OWNER ACCORDSHALLCE TEXECUTED O&P CONTRACT WITH THE MAINTENANCE PROVIDER AS PER PROPANE / ..:':•:':':.... :':':.:.:':':.. �� ° �. s LEACHING GALLEYS (8) pRQPOSEDpROPWE ` ``' O ARTICLE 19. :':': '� � �`� � � i\ & � � ;J� - ARTICLE 19. TEST HOLE DATA TANK 1 :`' :::::::::: ::::: ........0 ° O 22 7. VENT I/A WITH A MIN 2" DIA PIPE TO THE EXTERIOR SIDE OF RESIDENCE AND TERMINATE 18 T HOLE DUG BY_MCDONALD GEO �''''' �' 112:: T �wp 1. MINIMUM LEACHING SYSTEM FOR 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. INCHES ABOVE GRADE WITH A CARBON FILTERED DEVICE LOCATED 3 FT FROM ANY WINDOW ( SERVECES• ON SEPTEMBER 9, 2022 �$ I ,....... a ° + p.:.:..... F. 8 LEACHING GALLEYS; 8 LEACHING GALLEYS 8.5'x4.75' 2' DEEP Ql-� a 1 .. d ( ) OR DOOR. EL 6.0' 0, jO BE W ""' \ 2. LEACHING POOLS ARE To BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE OR EQUAL 8. ELECTRICAL CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE IN VIEW OF THE Nl ..'.k', .......::::::: C o Op SYSTEM LOCATION. REtNNIN6 PRO �..............•,......... - +�. 20 yo\ 1N LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. ( ) \� 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). 9. PANEL SHALL MEET NEMA N�,�cR ( ) 4X SPECIFICATIONS. DARK BROWN LOAM L 4'-0 �• 10.CONDUIT SHALL HAVE APPROPRIATE SEALS TO PREVENT GA 4. A 1 SAND MOISTURE FROM `, C �" 1'0 �ARA�E �, N \ "" 1 �0 pPON 0 min. DISTANCE BETWEEN LEACHING POOLS A /��"-9.:::'''' + N LOT 6 AND WATER LINE SHALL BE MAINTAINED. REACHING THE CONTROL PANEL. PRO 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING GALL , 1 ........... •;r^::'. .... .... 1L�':'.'..... Eil GALLEYS AND OWTS TANK SHALL BE MAINTAINED. 11.SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL ` sNm 5`"""" �S "` w�' NOW OR FORMERLY of ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY p0 .r„n+rCt1 ... ........... ... 1�' ....".'.'.'.'.'.'.'.'.'.•.',;.•.:......•.•.•.•.. ` \ tctM�•`" l OCCUPANTS OF THE RESIDENCE SERVED. ` BROWN slLr ML TO BE \ 0 \off LEE PETERS Ac SEO AOM '':: 2 �j a ►�`� New PUBLIC WATER N O V 2 1 202.2 3.0' LOT 4 tWUSE�� � " :....pRpQO 6 8EpR10� ...::....:...:::.:::' / p¢� 12.AERATOR AND OPERATING COMPONENTS SHALL BE ACCESSIBLE AND SERVICEABLE FROM ACCESS OPENINGS. BROWN SILTY SAND Sm / / N +++++ NOW OR FORMERLY OF '-o„ :' E• �. �-'' ppp0 SOL 4.0 o +� o :':::.:.:.:.:...:.:.:.:...:.:.:.:.:':'.'.'.'.'.'.....:':':':':':....:'::':'. �j F� S>ipW Southold Town LEONARDO SESSA E ',n.''.'.'.'.'.'.'.:.'.'.':.'.'::'::::::•......:.:..f....... / NP EL 0.9' BROWN FINE SAND SP ! i- �'.'.'.'..':.'.':. y �J // Board of Trustres s.1' PUBLIC WATER c� �s ............. 18 ,', o. `�;p� ip1Y�'��pX� AERATOR MOUNTING CASTING GROUND WATER e. o // -0IT s�/ '/ / OWTS 10 TW RING OPER MFGR. e G WATER IN BROWN FINE SAND SP PROPOS1OONEO G T { CDHS �wN1 g' -9 .:..'.'.•.•:•:•:•:•: 120V AC, 10, 60 HZ, 15-AMP POWER SUPPLY F�' #12-2 AWG WITH GND IN 1" PVC CONDUIT A EQUIPME�If a, / 1 / e / \ d,as� FUJI CLEAN HARDWIRE 13.0' POOL OWTS OWTS OF pRINgPIJ 1 / / :':.; �.;P.. .•• \," CEN 7 CONTROL MAIN UN S�gAOK i 30 R a PANEL SERVICE LEGEND; \�� PANEL 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM FjNDAT10N BOE R��� ,� QyGE � E , \� \ \ �o ELECTRIC SERVICE EXISTING ELEVATIONS ARE SHOWN THUS:XXX 1 S��Ry o ON VE NpjNE 1 //// , w �P \ / �- AIR BLOWER CONECTION F.FL - FIRST FLOOR ERfME j0 BE fig► G ��'P�\ON �WE��\�4 i(;EIATION ^„� NOTE: BURIED ELECTRICAL POWER CONDUITS G.FL - GARAGE FLOOR Z, • `lam„, \� I n X21 TO BE E I \11A / SHALL BE MIN. 24" BELOW GRADE GROUND ROD 0 > �1 J 2. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 6 BEDROOM HOUSE IS 660 GPD. I I S\\S/�R6 - - FUJI CLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. AIM -' I �pQ�RN1�'`_ / (�/ 0 1 u` 7 III LL MINIMUM LEACHING SYSTEM FOR 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 0. � U�►R / 1 W �-- d- 8 LEACHING GALLEYS (8.5'x4.75') 2" DEEPo _ / 1 ELECTRIC ONE LINE DIAGRAM Q 0 Tx 0 (NOT TO SCALE) PROPOSED EXPANSION POOL rn 6. / 1 ® PROPOSED LEACHING POOL \ ! 1 / , W 000 RETEN CEN-7 TREATMENT PROPOSED 12"x12" POLYLOK DISTRIBUTION BOX wF, o z ® ` v 0 1 gUF� Qq\ \ ALARM/CONTROL PANEL " CONTROL PANEL MOUNTED �- 5. EXISTING SEPTIC TO BE PUMPED CLEAN AND REMOVED. / ,ro NON MDL#1041972 O "A ON 4"X4" PRESSURE ,��' MFG BY SJE RHHOMMBUBUOLER S TREATED WOOD POSTS I�1I ( 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD y IF-z AIR BLOWER O I I .. OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. ,t' O LLLLLL n O INSULATED WEATHER EXISTING SANITARY ON SITE TO BE REMOVED ,3 ��' 19 S� RESISTANT BLOWER W o EL:2 6 1 ENCLOSURE ( 1 LA ° _fig S 59 r- DRAINAGE SYSTEM CALCULATIONS: Z - o ROOF AREA: 3,998 sq. ft. ® o o 3,998 sq. ft. X 0.17 = 679.6 cu. ft. to I-- G AIR LINE To No 679.6 cu. ft. / 42.2 = 113.1 vertical ft. of 8' dia, leaching pool required FUJICLEAN OWTS � � 1 PROVIDE (2) 8' dia. X 2' high STORM DRAIN POOLS `J PROVIDE (4) 8' dia. X 4' high STORM DRAIN POOLS _ S S I T E P L A N FIN. GRADE V / 1 SCALE: 1" = 2 '-011 scum B ELECTRICAL SUPPLY B TO BLOWER -2irELECTRICAL SUPPLY TO FUJICLEAN OWTS NOTE: ALL ROOF AREAS TO BE PIPED TO DRYWELLS -11 b' 2'-8a '-1" SPLICE BOX PROVIDE 3'-0" COLLAR AROUIJD EACH DRYWELL OF CLEAN BANK RUN PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: - - AIR RCULPAPON UMP CONTROL PANEL & BLOWER \ ,DISINFECTION (NOT TO SCALE) \ PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: CYLINDER (OPTIONAL) F° - _ �; 4" INLET PIPE ^ OUTLET PIPE A� JA PROPOSED 8' DIA, X 4' DEEP DRYWELL WITH OPEN GRATE ARE SHOWN THUS: LOT AREA = 20,620 sq. ft. \ / ENT EXISTING IMPERVIOUS LOT COVERAGE INLET BA / © \ f/Q AIR UFT PUMP © \ DESCRIPTION AREA X LOT COVERAGE 2}' VENTILATION--PIPE Charles M■ Thomas HOUSE 1,692 sq. ft. 8.2X RECIRCULATION PIPE OW BAS I /2" AIR INTAKE DECK 184 sq. ft. 0.9% FLOW OPENING (TYP. (CLEANING OPENING) B a r C h I t Q ^ t SHED 320 sq. ft. 1.5% PLAN VIEW 1 C-i V PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 MASONRY WALK 86 sq. ft. 0.4X TOTAL 2,282 sq. it. 11.0X 18' MANHOLE (TYP ,,DISINFECTION MANHOLE PROJECT 18" MANHOLE (TYP 24" MANHOLE (TYP CYLINDER (OPTIONAL) O OW OPENING PROPOSED IMPERVIOUS LOT COVERAGE A _ DESCRIPTION AREA X LOT COVERAGEBOARD TYPE ; CONTACT HEALTH DEPARTMENT USE w w HOUSE 2,486 sq. ft. 12.0X - PORCH 1,122 sq. 0. 5.4% \/ \/ POOL 390 sq. ft. 1.9% ® A /\ CIRCULATION TOTAL3,998 sq. ft. 19.3% 3.. � ® ASSEMBLY SITE PLAN 0 NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM © \ / ROBIC MEDU EXISTING ELEVATIONS ARE SHOWN THUS: XXX DATE: 09/15/22 F.FL - FIRST FLOOR ATION ASS PROJECT No. G.FL - GARAGE FLOOR - - - DRAWING BY. CMT 1771 CHK BY. SECTION A-A VIEW SECTION B-B VIEW DWG No. sCl- oo� - 00 FUJI CLEAN CEN-7 TREATMENT SYSTEM 1 OF 1 (NOT TO SCALE) 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 ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. Cantrell, Elizabeth From: Austin, Christopher <christopher.austin@rtspecialty.com> Sent: Wednesday, November 16, 2022 8:09 AM To: Cantrell, Elizabeth Cc: Chris Cole; Kate Rummel; Goldsmith, Glenn; Krupski, Nick; Gillooly, Liz; Peeples, Elizabeth; Sepenoski, Eric Subject: Austin; SCTM# 1000-123-4-5.1 - 2200 Deep Hole Dr Mattituck, NY Attachments: DEEP HOLE DRIVE 11-15-22.pdf Good morning Elizabeth, Appreciate your time on the phone yesterday and thank you for helping me understand what the Board of Trustees is looking(albeit I am still confused). I did reach out to Mike Verity yesterday in the building department and asked him to review the site plan submitted to your office along with the up-to-date revisions submitted by CES. As confirmed to Mike we are looking to build a year round 2-story home with crawl space, attached garage, attic, patio and pool meeting all height,front, rear, and side yard setback codes at the time of application.After reviewing Mike mentioned that we should be sending revisions through the Trustee's office, and the Board of Trustees will coordinate with the building department on any questions.This is where I am confused as the Building Department is saying to approach the Trustees and the Trustees are saying to approach the Building Department. In addition our project will not require a submission to the ZBA as we are within all appropriate setbacks and our Trustee's submission included a letter of non-jurisdiction from the DEC landward of the existing bulkhead. At this time I would like some clarity from the board as to why this submission is being removed from the Agenda and postponed. We have been working with the Board of Trustees for several months on and off site, have community support, and designed the new residence to be within code. Lots of planning and thought has gone into the entire process.We have included the Board of Trustees throughout the entire process with full transparency. Please let me know the next steps to move this forward. I am available anytime via email or at(631)466.0124.Also,feel free to reach out to Cole Environmental with any questions or concerns. Best, Chris Austin From: Kate Rummel <kate@coleenvironmenta Ise rvices.com> Sent:Tuesday, November 15, 2022 10:16 AM To:Austin, Christopher<christopher.austin@rtspecialty.com> Cc: Chris Cole<chris@coleenvironmentalservices.com> Subject: (EXTERNAL) FW:Austin; SCTM#1000-123-4-5.1 Hi Chris, See Elizabeth's email below. Kindly reply all. Best, 1 Kate Rummel Project Coordinator Cole Environmental Services, Inc. 42SMontauk Highway East Quogue, NY 11942 631'369'9445 CES Website From: Cantrell, Elizabeth Sent:Tuesday, November 1S, 2O22O:SSAK8 To: Kate Rummel Cc:Chris Cole > Subject: RE:Austin; SCTK4#1OOO-123'4-S.1 Good Morning, Regarding the above referenced application during last night's Work Session the Board of Trustees determined that the application is to be postponed due to Legal Council's recommendation that the project he fully reviewed bythe Town Building Department prior to any Trustee Public Hearing being opened. Once the Building Department has reviewed this application for completeness regarding all Town/State requirements and/or formal determinations by other Boards/Departments then this Board will move forward with their review. Senbor O8iccAssistmc TmwomfBouc6old Boardmf'Froorces ()ffice� 63l~765-l892 Eromil:: From: Kate Rummel Sent:Thursday, November 10, 2022 11:15 AM To:Cantrell, Elizabeth < Cc:Chris Cole< Subject: RE:Austin;5CTM#1OOO-123'4-S.1 Hi Elizabeth, Thank you for letting usknow. VVehave updated the client. Kindly reply all. Best, Kate Rummel Project Coordinator Cole Environmental Services, Inc. 42SMontauk Highway EastCiuogue' NY 11942 631'369-9445 CES Website z From: Cantrell, Elizabeth Sent:Thursday, November 1O, 2O2J11:11AK8 To:Chris Cole KateRumome| Subject:Austin; SCTM# 1OOO-123-4-S.1 Good Morning, Regarding the Austin property,this morning the Board requested that I email your office to add an additional modification to the proposed plans along with the modifications discussed during yesterday's site inspection. The Board is requesting that the entire proposed dwelling be moved further landward so that the most seaward point of proposed covered porch/second story balcony to be completely landward of the pier line. Senior Office Assistant Town nfSouthold Board nfTrustees Office: 631-765-1892 Eruui[ ATTENTION: This email came from an external source. Do not open attachments orclick nolinks from onknmvvu senders or unexpected eozailo. ] a ,i 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: Updated Project Description Chris & Elizabeth Austin 2200 Deep Hole Drive Mattituck, NY 11952 Existing house,foundation, and shed to be removed. Proposed 2 story±39.5'x±65' irregular house to be constructed with ±15.8'x±7.7'front porch,±30.6'x±22.5' attached garage, and pervious driveway. ±5'3"x±18'second story rear balcony to extend over±25'x±65' irregular rear porch. Additional±5'x ±22.7' area of porch to be covered. ±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. Native vegetation to be planted along seaward side of edge of foundation. Front yard to be regraded within retaining walls. ±105' retaining wall to be installed ±4' off western property line, perpendicular to the street. Area between retaining wall and property line to be vegetated. Top of retaining wall to be±8.2'. ±14' retaining wall to run parallel to street and connect with house as shown. Top of retaining wall to be±8.2', bottom to be±4.0'. ±100' retaining wall to be installed along eastern property line. ±20' retaining wall to run parallel to street and connect with house as shown. Top of retaining wall not to exceed 18" above grade, bottom of retaining wall to be±5.2'. Native vegetation to be planted along seaward side of retaining walls running parallel to street. 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. 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. Floor of crawl space to be at elevation 4'. Existing 10' non-turf buffer to remain. rGEEI `� E JD� 1 4 2022 soummdTown www.ColeEnvironmentalServices.com Board of Trustees TEST HOLE DATA (TEST HOLE DUG BY MCDONALD GEOSERVICES ON SEPTEMBER 9, 2022 EL 6.0' 0' EXISTING CONDITIONS i DARK BROWN LOAM OL - 1.0' BROWN SILT ML - - 3.0' 0,, + + + BROWN SILTY SAND SM 2� + 4.0' EL. 0.9 BROWN FINE SAND SP GROUND WATER 9 �•!�� ® a WATER IN BROWN FINE SAND SP °O� \S9 k P� ` 01/ 17 0 "0 V, �ASP pQO�G�G qTF L�'F� STONEWALL \/ meq\ �y4F \CC0 O ,° 1 r � / 6Z- f- g R�N v Q o ql< /y�FF 0 _ / e 9 �� \ KOC, o \ °zocK �w� 02%,q 000 X22 t/NG CURBING / Q e FLOD Nr�GNFX0 5�0 \\\ // 2q.? ---- oRo�F� y'q�9�gq�cF J* \\ / / �- w q�qr RFq 71ffl-\0, / ` ONO �� o l Po �`�j\ sTF,00 I oo' e � O� xv /// ����lr v '34• O o FL0O ° 0NF 41S;A / c)%41 v 34� Q �F�Ft6 �L \ c�� ) �O SFr o0�ok I 40, yo ti 0, G � C9S8` ' \• F� 0 •goF D'I'CK, LOT AREA:20,620 SQ.FT. =.4734 ACRE ON ELEVATIONS HEREON REFER TO NA VD 1988 FLOOD ZONE BOUNDARFIES HEREON AS DEPICTED ON THE F.E.M.A. FLOOD INSURANCE RATE MAP MAP NO.:36103CO482-EFFECTIVE DATE:SEPTEMBER 25, 2009 DRAINAGE SYSTEM GALGULATIONS •� , PROPOSED SITE PLAN ROOF AREA: 3,998 sq. ft. 3,998 sq. ft. X 0.17 = 679.6 cu. ft. 679.6 cu. ft. / 42.2 = 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 NOTE: ALL ROOF AREAS TO BE PIPED TO DRYWELLS PROVIDE 3'-0" COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: \ �,J 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: GO e e o . DRAINAGE CALCULATIONS AS PER ARCHITECT O� boa EXISTING IMPERVIOUS LOT COVERAGE `� ���SP D��� e��� �o�/ -- °`F�y�O v� DESCRIPTION AREA % LOT COVERAGE � �'J �� HOUSE 1,692 sq. ff. 8.2% DECK 184 sq. ft. 0.9% SHED 320 sq. ft. 1.5% MASONRY WALK 86 sq. ft. 0.4% 1 0"F TOTAL 2,282 sq. ft. 1.0% °�w 03 J / �� e�, / f" 0�>g4l/,� F O 4 PROPOSED IMPERVIOUS LOT COVERAGE �w°w °OP�� A/, DESCRIPTION AREA % LOT COVERAGE S'j /�K w _- 0. HOUSE 2,486 sq. ft. 12.0% /��C`y -- - PORCH 1,122 sq. ft. 5.4% �QO�Oi POOL 390 s ft. 1.9% 001 20�o q• O Q o TOTAL 3,998 sq. ft. 19.3% "� 1 °6� ° ss '. �. ?o ? , ""; F l NE �► 7v' 2,. / yeQs LOT COVERAGE CALCULATIONS AS PER ARCHITECT \ Al PROPOSED -CONC. RETAINING WALL _DETAIL -- (NOT TO SCALE) ------- -- - \ �Oj• � ; I o7y°'° I `r.,� .% y vq�•.. Q�j �4 /Q0o' 'Ps J' A-F?'� F0RY _ , 0.2o POO t� t/ n°D o0�,. e!� - y � A40gNt0 n`�2 FINISHED GRADE 8.0' ---o- 000/y U�9� G,yF'�'8 NG \ S' o�°° 1 o ° No. 4 REBAR Fo F Q 2' O.C. \ �ry�°��aar "`T- o� ��� �O R��N�` 0 tV / L�i�\ griv p6r°G �O c \ ° o I, O� !�� Cj "/00 P '9 \ �� �� POSTS-STEEL, T OR U SHAPE TYPE No. 4 REBAR - ° L h� / \ ° Fo / �/ C� L) @ 2' 0.C. OR2"HARDWOOD F- /�F doC, ° FINISHED GRADE / ' oOOeo tir0� r / �O�ivV - O�`�, �Ft6� � `` FENCE-WOVEN WIRE 14.5 GAUGE 4.0' QO eUF / 'rF osQoo A V� 6"MAX.MESH OPENING MEMBRANE WATERPROOFING �� �`� / r��FoA \\ O� FILTER CLOTH-MIRAFI140N SEPTIC SYSTEM SIDE p OR APPROVED EQUAL o -- - z�oFlrrgsc 2 0 * 1�e -------- ----- 110 36"MIN,FENCE POST- Z Z w 1 0 40, o ` oNOTES: UNDISTURBED GROUND.- \ qp FLOW 1. WOVEN WIRE FENCE(MIN. 14 1/2 GAUGE MAX.6" No. REBAR @ 12 ��- -- 9�70(� /j/ >v �O \. MESH SPACING)WITH FILTER CLOTH OVER FENCE. COMPACTED BACKFILL 3 " ° �� sr3,. 06, MESH J 2. FILTER CLOTH TO BE FASTENED SECURELY TO -6'X6"TRENCH 7q6, BGF�R AWOVEN OP ANl D MRE ENCE SEC WITH ON. TIES SPACED EVERY 24" �o 2" h FILTER 2" \ CLOTHEMBED6"MIN. � 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INTO GROUND INCHES AND FOLDED. D ° 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN'BULGES" - No. 3 REBAR @ 18" O.C. �`�'c DEVELOP IN THE SILT FENCE. --- SECTION 3'-0" i �pF ONc4'04WOVEN WIRE FENCE(MIN- 141/2 - GAUGE MAX.6"MESH SPACING) ., i 00°O POSTS(TYP.) 36"MIN.FENCE POSTS. 10'MAX CENTER TO CENTER DRIVEN 16"MIN.INTO THE GROUND SUR VEY OF s _ _-- DESCRIBED PROPERTY 0c SITUA TE A T -- LLT E CE MA TTI TUCK z TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C.T.M.DIST.. 1000 SEC.: 123 BLK.:04 LOT:5.1 6"PENETRATION INTO ----- - GROUND ---. ------ - --- - (SEE SECTION) 10 20 30 40 50 SCALE ITT=20' DATE:ARPIL 15070 2016 ELEVATION CERTIFIED TO:CHRISTOPHER AUSTIN �� SILT FENCE DETAIL ELIZABETHAUSTIN E FIRST AMERICAN TITLE INSURANCE COMPANY MORGAN STANLEYPRIVATE 13ANK 24"0 COMPONENTS THIS ACCESS ONLY PROPOSED SEPTIC SYSTEM DETAIL JOB NO.:2016-133 20"0 HDPE SECURE HEAVY COVER Bl POLYLOC -- -- --- - ---------- MAP NO. ��OP NEhVy _ 5o1rEtloldTown 20" SAFTY SCREEN BY POLYLOC (TYP.) (NOT TO SCALE) FILED.: �P W H O,Q Board of Trustees HOUSE 12 x 12 POLYLOK D-BOX REVISIONS: `'� qp 'f ELEV. 10.0' /�W PDB-12 RISER AND FINISH GRADE UPDATE&RECERTIFY � Y- -. � MANHOLE -- FINISHED GRADE ADD TOPO1/21/22 <C ------- ROTO-FLOW 3050-4 LEVELERS ELEV. 8.0' EV WETLAND LABEL FLAGGERSNAME 22822 * > �) ELEV. 8.0' �Ilr CLEANOUT TO GRADE WITH LOCKING COVER PLOTADJOINING DWELLING LOCATIONS 72222 PLOT PROPOSED SITE PLAN 92722 ------ - - - EI--- REV.PROP.EAST RET WALL LOC.,ADD NOTES AS PER _ .. TOP E I I . 6.4'-� a-1' MIN TRUSTEES II/1022 EASEMENTANDAJR SUBSURFACE -� - ---- �� - REV.PEERLINE&WESTERLY �' sTRucruRES REcoRDeD DR APPROVED PIPE --�� 8" TRAFFIC RATED �j� O UNRECORDEDARENOTGUARANTEEO INV. EL- 1/4"/1' COVERED DECK&BALCONY II/1422 `� r S$RFVICAI1YFPSIDVTATTHE_ - min. PITCH O� `INVERT LEACHING LEACHING N0.Q5p53$ -1 6.5' %IN - EL. 6.0 /A OWTS TANK GALLEY GALLEY N _ s^A HEREON FROM UCTU ES TO U C C ELEV. .5' � 3 CLEAN \O �\� HEREON FROM THE STRUCTURES TONE ` FUJI CLEAN CEN-7 o O V4 °a°P'EDs nN usenNoiHeREoec INV. EL. J.9' TREATMENT SYSTEM LANA ARE NOTINTENOEDTOGUIDETHE INV EL. 6'1 - INV. EI._. 5.4 � � SAND ERECTION OF FENCES.RETAINING INVERT ll�� JEFFREY W. HADERERL.S. W ,PO0L5PATIOS,PLANTING ELEV. 5_7' NVERT D COLLAR AREAS,AUDITIONS TO BUILDINGS NYS LIC. NO.:050538 AND ANY OTHER C CTRUCTION ELEV. 5.6 P p G n ) UNAUTHORIZED ALTERATIONORAOCITION TO THIS SURVEY$A VIOLATION OF SECPON] IOFTHENEw YORUSTATE _- EDUCATION LAW COPIES OF THISSURVEYMAPNOTBEARING - - -_-- ----- - -- --------- -- - p I --- -- --"------- f rRELANDSURVEYORS INKEOSEALOR � - - 8 Fes.{ 6 MINIMUM pENETRAI ION -rt�n nnTTJJ EMBOSSEDSEAL SHALL NOTES CONSIDERED _ HIGHEST EXPECTED GROUND WATER YY NFOt S TOEEAVALIDTITLECOPY BOT. EL. 6.2 LAND SURVEYING CERTIFIOATIDNSINDICATEDHERONBHALLFUN SEE SEPARATE ENGINEERING PLANS AS PREPARED BY INTO A VIRGIN STRATA ELEV. 1.9' 10° "` `" ,UNIfN"` IS PREPARED DON SBE;LFTOTHEs "EY CHARLES M. THOMAS DATED 9/15/22 FOR 1/A SANITARY SYSTEM DETAILS of SAND AND GRAVEL GROUND WATER PER TEST HOLE HI,`PT nMrr.AesNnw`roie N9a'i ELEV. 0.9' TITLECOMPANY,GOVERNMENTAL AGENCYAND (V/631-36 3/1-l!l 631-3698313 LENIXNG INSTITUTION LIBTEOHEREON,AND TO THEASSIGNEES OF THE LENDING INSTI- C-ILII-lork513pU,�'p(VC adv UII.(0ID iUT10N.CERTIFIGATlONS ARE NOTTRANSFERABLE COPIES OFTHIS SURVEYMAP,EITHER PAPER OR ELECTRONIC,NOT BEARING I TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT YNE LAND SURVEYORS INKED SEAL OR EMBDSSEp SEAL SNALL NOT BE OWNERS CONSIDERED i0 BEA VALID COPYAND SHALL NOT BE USED FOR ANYPURPOSE. Maria E. Santigate 2305 Park Ave. Mattituck, NY 11952 c: 516-317-5577 email:2moS714 ut!ook.com November 14,2022 Christopher Austin P.O. Box 15 Laurel, NY 11948 Dear Chris, Living directly across the creek from 22 Deep Hole Creek Drive, I was very interested in your renovation plans.You and Liz have been delightful down the block neighbors and most forthcoming regarding your plans. I know that this will be a beautiful home for your family to enjoy for many years to come. Further It will be my pleasure to look across and see a new home in keeping with our beautiful location. Knowing your current residence is so close that you'll be able to keep an eye on the project and that just in general you will do everything to support our creek life,you and Liz have my full support for your new project at 2200 Deep Hole Drive. Should there be any modifications that you'd like to share, my door is always open. Best of luck! pe ar s, Maria E.Santigate a r SnutWd Town Board afThislem SAMUEL I DIMEGLIO, J.. 2280 :deep Hole Thrive attituck, NY 11952 November 14, 2022 Southold Town Board of Trustees Re: Christopher&Elizabeth Austin 2200 Deep Hole Drive Mattituck,NY 11952 SCTM# 1000-123-4-5.1 Dear Members of the Board: I am the owner of the property adjacent to the applicants. I have reviewed their submission and discussed the project with Christopher. We have shared ideas about the structure itself, as well as coordinating the landscaping along our adjoining property line. Please accept my support, as I believe their new home will enhance the neighborhood while conforming with other homes on our block. I thank the members of the Board especially for being considerate in maintaining the sight lines over the creek. I respectfully urge the Board to grant their application. Thank you. Very truly yours, — ratt'aaI! Tawrx Hoard at Trustees PHILIP B. CAM'MANN, NRP, CLI P,O Bax 144, Mattituck, NY 11952 " H.681-537-1041,C. 516-768-2088 Email: Insiplus@optonline.net ` Christopher Austin PO Box 15 Laurel, NY 11948 November 12, 2022 Dear Chris, I am writing you with regard to your pending Southold Town Trustee permit for the residential construction project at your property at 2200 Deep Hole Drive, Mattituck. Ever since Cathy and I purchased our home at 1500 Deep Hole Drive, you and your wife, Liz, have been perfect neighbors. You were very supportive of our renovation and relocation to Mattituck. We have had the opportunity to meet and swim with your 2 beautiful little girls and learn more about the community that we now call home. After a very good and informative conversation with you today and on-line review of your site plan for 2200 Deep Hole Drive, I speak for Cathy and myself by offering our full support to your project and new home. As with any project at this early stage, there are bound to be some modification to the site plan, but what you and Liz have come up with so far is in total character to Deep Hole Creek. It is obvious that there has been a lot of thought put into this site plan, not just for your needs but also to bring the pre-existing residential property into current codes, setbacks and sightlines. Please let us know if there is anything we can do as you move forward with your new home construction project. Looking forward to being street and creek neighbors, Philip B. Cammann snuth �nid Town Ana"]of Thi0m m • St` Glenn Goldsmith,President S\O TrV O 100, Town Hall Annex . A.Nicholas Krupski,Vice President :e 54375 Route 25 0 Eric Sepenoski W ,? P.O.Box 1179 Liz Gillooly 1540��, Southold,NY 11971 Elizabeth Peeples �a' Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: 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 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples ARCHITECT pr 9 REVISIONS DESCRIP T ION -- mws mills is \\ PORCH til /� COVERED \ ' / OP CH FNC 12090-4 22'-8' p / FWO1208°-a 47— RE S ® - ------ !-/- J L ' r ® CONE rD/ / CONIIiED .� Alk- FIND _ ■ T_ sDWv r I J U / eoeo N J L 1 7 LJ Y II r i ° w ql BEDROOM U� W« I =a al I ONE O W = z O ml . 17-0' '-4 4'-5' 2'°' 1Y-10' q qAR -p. TaT. WY LLJ eeNa a HDp6 5'-Or O Q __ __--` a� _ g•_y 2 AIR HANDLERS ETC. ® 0 �s e° ' Im ' ,s° MUD ROOM li •I F- AIROOM 17- IN e O —— OPEN ''/^� EL08Er AeD �° I S 0 V♦ N Q 'i LAUNDRY —— FRONT F NT •� ' sR SITE PLAN - D 5 w IPORCH7-1 2 SCALE: 1:204._p. ______- — — f, -- LOT COVERAGE= 20% _ ——— III Fl SEP 3 0 2022 I I 1 ' SoLthold Town oII s CAR Board ofTNstees GARAGE II Charles M. Thomas I a r c h i t e c t PO BOR 877 JANETORT, NY 11947 (631)127-1993 D ARC ` FIRST FLOOR PLAN 6 1 FIRST FLOOR P L A N I VERSION A SCALE: 1/4'= l'-0' FIRST FLOOR= 2477 SF I 19' oa/le/22 0 a2�6'` o1—er. CUT � I WORK 131ENCR a« THESE OR NGS AND ACCOMPANYING SPECIFlCATONS•AS INSTRUMENTS OF SERVICE.ARE THE EXCW9VE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBUCAEON SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED.REUSE REPRODUCTION OR PUBUCATION BY ANY METHOD.IN WHOLE"OR IN PART.IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHTHECT.MSUAL CONTACT NTH THEA SHALL CONSTITUTE PRIMA FACIE ENDENCE OF ACCEPTANCE OF THESE RESTRICTIONS T SG•Np RIA FFR NYS NOE , ARCHITECT � prt9 0 / N BALCONY REVISIONS D E S C R I P T 1 0 N WIGS I MICS - I FWG 8070 \ /' B / ROOF BELOW 2SFORy MASTER ES. mow BEDROOMm OFFICE ® BEDROOM THREE 71 L• � - W U P 0 W Y r t b BEDROOM I AUNDRY '-o ,z-' "-' O > p SNRy t � TWO I i tr _ .; NT CLOSET [� O xT CLOS BATHROOM BATHROOM I m III Q W �° ., ------- SAMA TES B � V, -i W z -I CLOSET rv°LINEN ^ 0 W V JS MGI HANG RAR PER NYS CODE P D P.D.2670 Y 9Y1MY W1aCLOSET i OPEN 0r ne¢J �� OOr-e r-o. W 5'-0 W ROOF LCL 0 7 C) D BELOW I ill F_ 0O t—D• I Q I , N ' Ill z-D- �_ l � sP SITE PLAN 1l UNE OF MU BELOW I OFFICE ——J _ 4 2 SCALE: 1:20 it LEpfV E LOT COVERAGE= 20% I I CV1 I 1 0 1111 BATHROOM• v. hili e S E P 3 0 2022 l II 0l I l l m cL ill Southold Town ll I ll I _ Board of Trustees I it Illl Charles M. Thomas _ l REQ ROOM 'i II 8 r C h I t 6 C t —��� GARAGE MAY VARY DEPENDING I l PO BOR 871 JANESPORT, NY 11947 (631)727-7993 I NOTE-THE SPACE ABOVE THE z< jk�I `. I THE DORMERS OF THE ROOF.THIS 1 a �•d�"/ I I MLL COME FROM ELEVATIONS J tt 4,}�® 17-7 rI l SECOND FLOOR PLAN P SECOND FLOOR I L_— VERSION A a '•,' 2 SCALE: 1/4-= 1•-0' ( rI, ®���C SECOND FLOOR= 2177 V V P�A� DB/,e/zz Br. CMT A 002 00 THESE ORAwNGS AND ACCOMPANYWG SPEORCATIONS.AS INSTRUMENTS OF SERVICE ARE THE DXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIG NAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD.IN WHOLE OR 6N PART,IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHIIECLVISUAL CONTACT 117TH THEM SHALL CONSTITUTE PRIMA FADE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. POOL ■■/A_-` POOL TO DESIGNED BY I I •n T POOL PROFESSIONAL SSIONAL '\Y, ® I I I I I I I ARCHITECT I nrs — LCII ------------------------------ I IL-------------------- REVISIONS D E S C R I P T I O N WMA 11Y� / oeanu I r------------------------ -------� L-- —ST--FROM--ABOVE-------------I I � OI I ( I 8'POURED CONCRETE (TYP) ( i I FOUNDATION WALL ON 8'%16'POURED CONCRETE I I I I I FOOTING I I I UNEXCAVATED j I 4'POURED CONCRETE SLABOVER 6 MIL LENE I I tf - I I VAPOR BARR ERL NTMWELL \ y I COMPACTED POROUS FILL I I I -------------------J I ------------------- I I B'P.C.FOUNDATION WALL WITH®6 BARS I I ((iY c 28'O.C.VERTICAL& 15i ------------ I I J6 BARS 36'OC HORIZONTAL 01w J rI -------------------J— I ON 8'%16'POURED CONCRETE FOOTING9I W/(2)96 BARS CONTINUOUS F-- F — -------6--a----- II II zz'-a I TYPICA 0 EACH z, 0 '�� '1 •I I I (T FROM ABOVE i I GIRDER INTERSECTION) I I TL_______________________� I U I � 3 1/2'STANDARD STEEL PIPE I _ J CRAWL SPACE I COWMN ON A 30'%30'%15' I LJ Y -----� I I DEEP POURED CONCRETE I �J 1648 SF L _J FOOTING.(TYP) I L LB P.C.FOUNDATION WALL WTH 16 BARS I I g 4'POURED CONCRETE SLAB I I 28'O.C.VERTICAL& I O 1S1(R'1 1 I BARS 36'OC HORIZONTAL I I OVER 6 MIL BARRIER ON WELL l(5 fG I i VAPOR BARRIER ON WELL I w I i ON 6'POURED CONCRETE FOOTING I v I COMPACTED POROUS FILL 1H0 I w/(2)2)#e BARS cortnrtuous 'p- I 06. U! W I I D bI I IIII W 14'TJ360 SERIES 14TJ—360 SERIES 14'TJ rs 360 SERIES -A 1. 02 O 16•Dc. oO OG O i6'o0. = 7 LIJ 3 1/2'STANDARD STEEL PIPE COLUMN A 30' 5' DEEP POURED CONCRETE L M._3. FOOTING.(TYP) tJ 24•-8• Wr Y(J^ USE SE m SHERRY VENTS I I O UQ MMODEL/15AD-SID 6116"SMART VEN16 11—K(OVERAGE PER VENT USE—C/lsaaA. I REQUIRED VON.. --- — --------------- 20D SR o<COVQVAGEPER VFNT I OF F- REWIRED/OF VENiS^11 CRANL SPACE 16A6 Y }i/'NL RMSM m I REWIRED/OF VENTS-9 I i O II — I r-- ----15._1—D.------- 6• 24•-4• N UNEXCAVATED ———————m——— —�1�uC�B�i 4'POURED CONCRETE Ia — N OVER6 MIL POLYESLATB Q 1 VAPOR BARRIER ON WELL I IL —C_OMPAC_TED POROUS FILL PLAN SCALE: 1:20 ------- _POU_EDC_NCLOT COVERAGE= 20% IL FOUNDATION WALL ON --------————— 8'%18'POURED CONC ETE FOOTING , 11'-3' 12'-0' 12'-Sa• , ', 1 _ I SEP 3 0 2.022 1 I I I I n g 1 0 9 I I II II zg o .. I Southold Tomgoo I j Board of Trustees N O z II UNEXCAVATED I II Charles M. Thomas 1 16 F `a dEmm061P N�ETEOTED P a mEOVER wvi LWPACTfD POROUS DLL I I I I a r c h i t e c t 8'POURED CONCRETE FOUNOAnON I , -- — o WALL ON 8•%16'POURED I PO BOX 877 JANESTORT, NY 11947 (631)727-7993 a"'yJ j I I CONCRETE FOOTING I or 1 1 I I ®A � PRD¢DT 4 A& . T A I I o 9 TO ROPE 1 r r p � �rI FOUNDATION PLAN FOUNDATION PLANI I " o 11 7 ` 1jj oz I SCALE: 1/4"= 1'-0' ci o.ro 0/16/22 _ r• �i� I L-- r �1 p �- �412� i I — —�, l_—===- 2-2� DR.Ac6. ar THESE DRAMNGS AND ACCOMPANYING SPECIFICATIONS.AS WSTRUMENTS OF SERVICE ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUSUCATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR MICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBUCADON BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED IXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN MTN THE ARCHITECTVLSUAL CONTACT WITH THEM SHALL CONSDTUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICRONS 2111111 1111211 1211111 11 1f ���--`��`� ���p ARCHITECT RI � Q�}.97:\ Yj tl8x REVISIONS D E S C R I P T 1 0 N I YETAI ROOF W a OYMDi METAL- 9'-0" ETALROOF9'-0'PLATE HEIGHT 9'-0'PLATE HEIGHT T.O.WINDOVS / \ / FM\ T.O.YANOOWS 24310 rim b 3LATE HEIGHT 2032 2032 1 1 24310 30310 '-6'PI I I I 1 '4'-0PLATE HEIGHT — §m 3052 6GR6S 2'-0'PLATE HEIGHT b b STAN R ETAL FSFLY OOT PMSEIFLTION ai OWNDt L0.SECONO FLOOR TO.SECOND FLOOR b YFTN.ROOF PER 10'-0'PLATE HEIGHT 30510 30510 oMN DELT BONN TEMP TEMP b T.a.vnrv0olvs 2032 2032 24510 24510 W E U) W T.O.FIRST FLOOR Z -ate 0 W 0 W � } (� ® W -iW FRONT ELEVATION 0 W = Z 1 SCALE: 1/4" = 1'-0" (� W \i ILIL 1U Ld �O/ z _� LL O � �1 N < c/) N Q 2032 9'-0'PLATE HEIGHT T.O.WINDOWS 171 mm tI b W 'a` 4'-O'PLATE HEIGHT 3042 D 11� ' 1/ Q� M.>; 2852 2852 2852 2852 2852 2852 IF�9 M bIII �' ers crs 3052 E3O52 T.O.SECOND FLOOR NOV - 2 2022 Charles M. Thomas 10'-0'PLATE HBCHT &180APIR a r c h i t e c t T.O.WMNDOWS PO BOX 877 JANEMT, NY 11947 (631)727-7993 7M FFT-7M Southold Town b Board of Trustees XWR ti b S051O T.O.FIRST FLOOR FRONT & REAR mff�YFY AT I —I — ar ELEVATIONS I PROPOSED POOL �A DAME 11/01/42 FRDfLT xn DRArwc Irt. CYT GAGE d T-d IRAff FL Cd � WE ff PaOCYD FOQ 1 REAR ELEVA11ON DAx�001 00 2 SCALE: 1/4'= 1'-0" T THESE DRAWNGS AND ACCOMPANYING SPEOFICAMONS,AS INSTRUMENTS OF SERMC[ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AMID THBR USE AND PUBUCATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR MICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLICATION BY ANY METHOD,IN WHOLE OR IN PART,IS PROHIBITED D%CEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PIANS SHALL REMAIN WTN THE ARCHITECT.MSUAL CONTACT WITH THEY SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THEE RFSIRICOONS QED A �A _p( ` � ARCHITECT ®M RO.F SHPICIES y{{- '111`Vl' V TO BE SELECT fir E E t/ �1O REVISIONS D E S C R I P T I O N 11 1I t,ppp I r ..Nm 30310 30310 E0S0REm EG°P� 30{2 30{2 3g•NW NAND PI1 PER lTt9 WOE ®M ssm EE I SONG ro RE SIEORD BY fir owmL slEclm fir owaa / CED.—... C OPEN S.—BO er.rwR mT7:x POR0� 30510 30510 ]0•ww XANO RAd PFR NYS W W J6•w01 MAN.Ml PER NK CODE E.nES EGRESS U WY llf 6fl610C ---- 015RC D.rd 0 WALL RETAUTING W Q 0 _—__—_———IPE6tTam1G III W ---------------------- D.ld__ ald UII AH�NG TO PROPOSED E%TEND ALONG THE SDE YARD I' I O W TO THE FRONT PROPERTY LINE L J O SIDE ELEVATION c,D3-27 . = z 3 SCALE: 1/4"- 1'-0" ILIL U NOV - 2 2022 �Q z o LL 00 F Southold Town n ) � N —m RGOF Board of Trustees LL v J (� To GEsiEctm trr onER fiEQ m°E sTECRnBY er oxTER 6'-0'PLATE!EIGHT T.O.vnNoows EDEEIEDEE) 4 ®AR Robes 3'-6'PLATE HEIGHT b b W'ww IUXO RA4 PER NYS WOE 7�2 2N6 2446 ro ff 41£CIFD er axnnR P ®AR swrc m eE sTExDn try owNw TQ SECQA FLWR ®AR swRc ro eE 41E.IE0 BY OtlRR 1V-0'PLATE NEJGNT anw sNxcroBE Charles M. Thomas s:LEctm rr orator _ ®AR..... �� OAi6i1 — T.O.WINDOWS a r c h i t e c t ra BOX sn JAME r, Nr 11947 (sm)n.7-7993 `CO°PVFRED PORE - PP.rer PORCII� Pofla� z4te t. b �ia 3e•ora IVJm RAA PER Nn oWE - ® ®®El T.D.FIRsr FLOOR I w�aard .wEar-r SIDE ELEVATIONS NEW 16060 O.H.DOOR BY'CLOPLAY AS SELECTED PER DINNER —_-- PROPOSED POOL I R36P6D GATE rW DLP°3ED flETNNING _ II —Q Ct a-OC _ NEaFI)IQINO�— ------- ---�"--------- ---- ------------------------------- ---- --- ------OEIDC FL rd ------------ ------------ am 11/.1/22 QIL£FL Cd I PROPOSED RETAINING WALL TO RD Rn 6 EXTEND ALONG THE SDE YARD roc m CMT I TO THE FRONT PROPERTY LME � 1 I D«OY -/ 1 REAR ELEVATON L"J A�002 00 4 SCALE: 1/4"= 1'-0" a THESE DRAtlNGS Alm ACDDUPANTNG SPUMCATIGNS.AS INSTRUMENTS OF SERNCE ARE 1NE EXCLUSIVE PROPERTY OF R@ ARCHITECT AND 71EIR USE AND PUSUCATION SHALL BE RESMCTED TO THE gLdYAL STE FOR T CH THEY WERE PREPARED.REUSE REPRODUCTION OR RIBUGTIW BY ANY METHOD.N WiDLE OR N PART,IS PROHIBITED EXCEPT BY WWTFN PERMISSION FROM THE AROGTECT.TIRE TO TFE3E PLANS SEIAl1 REMAIN WIN THE ARCHRECTNSIAL CONTACT VdTH THEY SCALL CONSTITUTE PRIMA FACE EVOENCE OF ACCEPTANCE OF THESE ROMCnONS. pool 13'x30' ASU, �a T � 9 4 Gs �,pA �l90 ARCHITECT cl i) 11 � 'If I REVISIONS D E S C R I P T 1 0 N f PORCH FII / COVERED •I BLUESTONE ��' PORCH BLUESTONE FNG 12080-4 Li /i B.O. - RETAINING WALL 4.0' B.O. = RETAINING WALL 4.0' TWO 12OBO-4 S T.O. RETAINING WALL 8.2' T.O. = RETAINING WALL 8.2' n ,L-Jr NOOK 22'-9• II�y III III J L r COVERED ' COMPED �Itilti�l. •� .'�K'U"UMu� I ' FRIG 8080 SHOWER I t AU Y J W J L 1 I p •r J r LLwlL7� o ,° I O W BEDROOM LAJ J I > 4�E I I cl) O W MEET> a sl I O W Z I I LL 7 Y 1 -0• '-4 4'-8' 2'0• W 17-10• ��A -0" qT, d U O W rr BENCH OOKS a H 5-10k F3 Z 0 :JTC. b � •� 9 AIR HAN LERS E 1•-e• ,fie° w ° MUD ROOM O 1; •� �-- ATHROOM - IJR __ 0 -- s-,D• �@� aol l v J N CLOSET N •� LAUNDRY -- c°"wm _ •� FRONT -s° ' D s W PORCH HW1 BLUESTONE 1_9.�• s� oar owm I I NOV - 2 022 LL 1 g 1 1Southold To 20'-0°' 1 GARAGE ' Board of Truste 1 is I 1 ; Charles M. Thomas 1 a r c h i t e c t I 1 PO BOK 877 JAYESPORT, NY 11947 (631)721-7993 I � I I Js�\0 FIRST FLOOR PLAN FIRST FLOOR PLAN II 2 SCALE: 1/4• = 1'-0" I FIRST FLOOR= 2477 SF 1 IllFi 11/01/22 ._ Ixorcr N> CMT WORK BFNOA _ THESE ORAYANOS ANO AD)WANNING SPEORFARUL(AS MSiRUY[THS CF 4RMCE ARE THE EXDLSIYE PROPERTY OF THE ARCHITECT AND RO N USE AND PUBLICATION 9ULL BE RESTRICTED TO THE DRIGNAL SITE FOR WCH THEY NEfE PREPARED.RETISE:REPROWCTON OR PUBLICATION BY ANY METHOD.W 9MOU:OR BE PART,LS PROMTED EXCEPT BY MITEN PERIMON FROM THE ARWITECT.BTLE TO THESE PLANS SIUW.REMAEN WIFE THE AROBIECLWAIAL CONTACT 97TH THEW STALL CONSTITUTE PRIMA FADE EVWCE OF ACCEPTANCE OF THESE RESW CBONS. 1 � �ryr REVISIONS D E S C R I P T ION BALCONY' ��f FWG 8070 `��_--•-'�•i / ROOF BELOW Ro� BEDMR Me aELaw OFFlCE ' BEDROOM �� �Y�/' n B• e'r � ' t THREE _, - ,-,'-r---- Ll BEDROOM LAUNDRY O m TWO i _ o C�o� 'fig BATHROOM I .i VA QOSET ' W �O v-• ,z'-o• W Ings r^ J W NOIC cAN aANa ° BA•1HROOM ' `I) 0_ STD A PDOfEf •I CLOSET 'L ° O U 4'-7' � ss•wa xAND RAIL PER xre COO P PD.2670 y� VA CLOSETI�� OEEN S•-O• 2'-� OO L. II T w ' 910"R OW 1I aa�[ IIMEN r c-r 0 Z Q ROOF I rL Qo BATHROOM D BF1DW 111 �iL. � I LL oO LL� 11 I LLvJ NQ ♦'_D I I 'A'-2a• D � 1 I 1111 OFFICE �i LM nn --J Q II --- 11 I 111 B! III RA7HBOOd III CLOSET I 19.-B�• II11 Charles M. Thomas II 0:a a r c h it e c t ,p �� I PO BOX 871 NOW, NY 11947 (631)727-7993 111 REQ ROOM P>s� I I§ 11 E C E 6 V E 1 � � SECOND FLOOR 1 N OV - 2 2022 SECOND FLOOR PLAN 2 SCALE: 1/4"- 1'-O" _ SECOND FLOOR= 2177 IL,rL tt/m/2z PxaXzr No CUT Southold Town Board of Trustees A 00 00 THESE DRAMNCS AND ALCOYPANI,NG SEORGTONS.AS INSTRUMENTS OF SEANCE ARE THE EXC USVE PROPERTY OF THE ARCHITECT AND THEIR USE AND FUSUMON SHALL BE RESTRICTED TO THE ORMNAL SIZE FOR M/CH THEY VM PREPARED.REUSEE,REPROOTICRCN OR PUSIUMM BY ANY YERWO.IN MIQE OR IN PART.IS PROHIBITED EXCEPT BY ManEN PERMISSION FROM THE AROITECT.TINE TO THESE PIANS SHALL REMAIN MTH THE ARCHITECT.YSIAL CONTACT MTH THEY STAN CONSUME PWNA FACIE DMINOi OF ACCEPTANCE OF THESE RESTWCRONS. POOL TO BE DESIGNED BY 4f' WqT. cil ARCHITEG I I ?• 'ti. t 3i —J L-------------------- �'•� ' REVISIONS D E S C R I P T I O N I I r n 1 Syy.`fi 3^'"a ll OR W -------- ------- -------- r------------------------ OST FROM ABOVE ' I B•—POURED CONCRETE (TMP) FOUNDATION X16,PODURED WALL ' j (TI` 6`� FOOTING I '�� / ©• V� ��1'^ I %tOf65m fTAR10AlI0N 11N1 I I ,� ,� �' I I UNEXCAVATED 4•POURED CONCRETE SLAB I OVER 6 MIL POLYETHLENE VAPOR BARRIER ON WELL I COMPACTED POROUS FILL I � ---------i ' I -- ---------- ------ I Ji 'o e•P.C.FOUNDATION WALL WITH j6 BARS I I -----------J I I I 2B D.C.VIER CAL& n I —- SES BARS 36'OC HORIZONTAL I I ——————— I ON B•X16•POURED CONCRETE FOOTING I ' i W/(2)86 BARS CONTINUOUS I I POCKET I I 5 I I (�;FROM ABOVE GIRDER INTERSECTION) mAna vN1 I 1 „ I 1 I W I .- I U'T L------------------------ I I- 31/2•STANDARD STEEL PIPE v ' _ CRAWL SPACE 1 I COLUMN ON A 30•X30'%1S• I I I1J r /------------------ -T DEEP POURED CONCRETE Z >LLJ _ I 1648 L FODTING.(TP) I K I B P.C.FOUNDATION WALL VATH 86 BARS/ I I 4•POURED CONCRETE SLAB B O I 28•O.C.VERTICAL& Q OVER 6 MIL PWYETHLENE ON 1� BARS 36-OC HORIZONTAL BARRIER ON WELL Um a W/(2)es BARS ARS cau I I ON B•%16 O CONCRETE FOOTING I I COMPACTED POROUS FILL o I51 ICONTINUOUSL— i PROPOSED FOUNDATION WALL AND N I 2 I PROPOSED FON IDARON MNL qal n FOOTERS EITE TO HOUSE VED. ON 1^ I I W 7 JI ON SITE TO BE REMOVED. ' I _ 1a•TJI,asTs 360 SERIES �� it r 1a•Td dasrs 3Bo SERIES O UJ O 16.OG /L O 16.OC. I O 16'OG I Z ZL 3 1/2•STANDARD STEEL PIPEI •�, I' 17 CWUMN ON A 30X30•%15- -q I I I(�I LL I n DEEP POURED CONCRETE I—T J ,A° I I I W U FOOTING(TMP) i 24- O W e ' z 0 115E YmF1/1510-Sfo I IrnxmArff.1 TSP6A2mi TaBnT EFPER 14}!T * mu mT91mNtImIm REum/DF WNTS-n w / 9w1u0 u-c5t1=0 P Qt Ifl1T I II T -ta•YL W91 O m---------- r-- ---- 24-4' LL �/1 N I I I UNEXCAVATED I- I_I ___ _--- , I vJ N Q _ I CC — gt2'S,L4tfi$H�m®= I + 4'POURED CONCRETE SLAB I 1 ---I I I Z G OVERUS MIL POLYERHLENE I VAPOR BARRIER ON WELL L L I COMPACTED POROUS FILL ------ L -------J I I FOUNDATION WALL ON 1 T T I I ————————— B•XIB•POURED CON ETE FOOTING , I 77'-3• 17-0• SES'-0�• 1 1 i% � ._t 1. 1 1 I 1 9 1 1 n Ao 0 1 „, LEGEND , 1, csi 9J9_�,05W, -PROPOSED FOUNDATION WALL �"6A.����_ 1 1 1 1 zg UNEXCAVATED ; 1 Charles M. Thomas a r c h i t e c t 1 1 B•POURED CONCRETE FOUNDATION PO BOK 877 J�YE`PORT, BY 11947 (631)127-7993 W CONCRETE ALL ON 6,POURED N6� 1 1 1 mi' 1 I II 1 �R 1 , , RIDNI4D fT1UR0ADON.NL 1”11 1 I - I I A 1 1o sw To��E 1 r NOV Y - 2 222 FOUNDATION PLAN 1 r L G r 1 FOUNDATION PLAN u• 11 11gg 1. 1 1 1 g 1 3 SCALE: 1/4" 1'-0" � mI - wID tt/Oi/2z Southold Town Y� Board of Trustees 6'-36 IP _— D• A 005 00 THESE DRARNIOS AND ACCOYPANIING SPDDRCARONS AS 21STRUUDM OF SERNCE,ARE THE DI PROPERTY OF THE ARCHITECT ARID THEIR USE AND PUBUCATION SHALL BE RESTRICTED TO THE O80NAL SITE FOR WON THEY%ERE PREPARED.REDS:FURODUCRON OR PUBLICATION BY ANY METHOD.IN MOLE OR IN PART.IS PROINS TED E%CEPT BY WUTTEN PERMISSION FROM THE ARCHIIECT.TIRE TO THESE PIANS 9ULL REMAIN WIN TRE ARDBTECT.N47AL CINTAv 871H THEM SHALL CONSTITUTE PRIMA FACE EWDDI E OF ACCEPTANCE OF THESE RMMCIIONi TEST HOLE' DATA (TEST HOLE DUG BY MCDONALD GEOSERVICES ON SEPTEMBER 9, 2022 EL. 6.0' 0' EXISTING CONDITIONS DARK BROWN LOAM OF ttVV A BROWN SILT ML 3.0' �O, + + + BROWN SILTY SAND SM v�. 4.0' .� C�j_�S FQC EL 0.9' BR OW1N FINE SAND SP VV - T �p�1 GROUND WATER 4 F� �� USI Old WATER IN BROWN FINE SAND SP � c_ J -4- T X - � 0��� 4 0 1 � 5 �•�,tr1 36 e-O of �� � \ '�/ LF Oj� �o J G �, Fq O��liO� Q�GPePJ�A\ aFlc, Cli'q�N \STONEC YC //Ik �OPS ✓ �Q�� �, /� 40 �O �o . ti O �r02�1 & / A, I""�4 04CA V ro �O \ �\V / °2s 2q�AEON Q� �0, Op�h GOF�F � �I SEER ., sr v � ° \\ / Q F Q//V�V / V q /,°� '7�C Al z, 4D Al CrsrFAlw j0 01/ � ° o F O \\\ sl�kCURBiNO� �?o/NN00p O,D Z NG \ / �`= oRx�F `c�0� vgCyF�o 01 1 F �. 400 ° A 1EBF \- V FR / S \ O SFT � / I 1 v 1 � A/ \ 40, f voAN ,y , �, /�9s8� � • � `\ GFFF� r A/°�F CONC�O LOT AREA:20,620 SQ.FT =.4734 ACRE I ti ELEVATIONS HEREON REFER TO NA VD 1988 po°� 1 p FLOOD ZONE BOUNDARFIES HEREON AS DEPICTED ON THE F.E.M.A. FLOOD INSURANCE RATE MAP 1 MAP NO.:36103CO482-EFFECTIVE DATE:SEPTEMBER 25, 2009 DRAINAGE SYSTEM CALCULATIONS: ROOF AREA: 3,998 sq. ft. PROPOSED SITE PLAN 3,998 sq. ft. X 0.17 = 679.6 cu. ft. 679.6 cu. ft. / 42.2 = 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 0 NOTE: ALL ROOF AREAS TO BE PIPED TO DRYWELLS PROVIDE 3'-0" COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: Gam. �� '' -0� PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: s ♦ PROPOSED 8' DIA. X 4' DEEP DRYWELL WITH OPEN GRATE ARE SHOWN THUS: �+? 111/ �Q °S�P��/�c�. O'�`` 8 DRAINAGE CALCULATIONS AS PER ARCHITECT � �Q�P� X00 O �Q S�Og \� Q A �o� A O� ��� EXISTING IMPERVIOUS LOT COVERAGE �C�P 5 o G� Pg DESCRIPTION AREA I% LOT COVERAGE Ott 05 0 9,� /°Qo HOUSE 1,692 sq. ft. 8.2% �O O� 0 � / 5�0� OSP DECK 184 sq. ft. 0.9% �$ d R 6 Y / �� 2iF qTF SHED 320 sq. ft. 1.5% MASONRY WALK 86 sq. ft. 0.4% TOTAL 2,282 sq. ft. 11.0% /47 6-",81-'W_1_ ' / 0 e PROPOSED IMPERVIOUS LOT COVERAGE g'/ 61 J5 /�o°��o� ' , oQ " e DESCRIPTION AREA % LOT COVERAGE SJ e e HOUSE 2,486 sq. ft. 12.0% �� k� PORCH 1,122 sq. ft. 5.4% ��0�0 C� I �c z3' - - -- . I 4 POOL 390 sq' ft. 1.9% �NojF TOTAL 3,998 sq. ft. 19.3% _44 V,6% CP, j N 5� _ fie' �9F LOT COVERAGE CALCULATIONS AS PER ARCHITECT v ��'; a, sF / �� o9, \ a o > PROPOSED CONC. RETAINING WALL DETAIL \\\ dor / I / \ / / e°�/ _P - - (NOT To SCALE) O q As� o ° CO Q a �0 o1?x� /1/N�j ZONA 80 FINISHED GRADE 8.0' p °� �� AV ,�� \� 9s �� QqY Oygl [Y �Vlop, °8 No. 4 REBAR o ��P @ 2' 0,C. o ate \ V �_ - O A. F� ° o F� ��� � ���T�v v �' O', ���co OOOlO� No. 4 REBAR 6 POSTS-STEEL, TORUSHAPETYPE @ 2' O.C. �� �� Q (� IF�6 OR 2"HARDWOOD °% GRADE !Q/ / FINISHED FENCE-WOVEN WIRE 14.5 GAUGEOv 6"MAX.MESH OPENING 4. MEMBRANE WATERPROOFING Q F�' / sTosFo� , \ / FILTER CLOTH-MIRAF1140N SEPTIC SYSTEM SIDE OR APPROVED EQUAL col��Q �- `Few>� ----------- �""""- 36"MIN.FENCE POST_ o z z \ J cli `_ i' r 3 \ z �/1 moo r c�j A NOTES: UNDISTURBED GROUND '� \ p FLOW p SqG \V 1. WOVEN WIRE FENCE(MIN. 14 1/2 GAUGE MAX.6" eN0 rT 00 ��j/ >' ^"� �l> . MESH SPACING)WITH FILTER CLOTH OVER FENCE--- -- No. 3 REBAR @ 12" Sl �(q 10 COMPACTED BACKFILL ,2„ C 0.C. �TGRa 2. FILTER CLOTH TO BE FASTENED SECURELY TO 8° --6'X6"TRENCH ° 77, 6GF� WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" S8, FR AT TOP AND MID SECTION. EMBED FILTER 2 D ° 260 4 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN CLOTH 6"MIN._ GT EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INTO GROUND ° \ sT r INCHES AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN"BULGES" DEVELOP IN THE SILT FENCE. No. 3 REBAR @ 18' O.C. SECTION • 0 WOVEN WIRE FENCE(MIN. 14 1/2 GAUGE MAX 6"MESH SPACING) o 1 pp° POSTS(TYP.)-- 36"MW.FENCE POSTS. 10'MAXCENTER TO CENTER DRIVEN 16"MIN.INTO THE SURVEY OF 1 _ GROUND DESCRIBED PROPERTY U_ SITUA TE A T J IV E lLT E CE �_.._._ I� MATTITUCKTOWN OF SUFFOLK COUNTOUTHOLD Y, NEW YORK 1 S E P 3 0 2022 I S.C.T M.DI ST: 1000 SEC.: 123 BLK.:04 LOT:5.1 6"PENETRATION INTO GROUND - - - --- - - Southold own - - (SEE SECTION) 10 5 0 10 20 30 40 50 60 70 1 Board of trustees SCALE 1"=20' DATE.ARPIL 15, 2016 ELEVATION CERTIFIED TO:CHRISTOPHER AUSTIN SILT FENCE DETAIL ELIZABETH AUSTIN FIRST AMERICAN TITLE INSURANCE COMPANY MORGAN STANLEY PRIVATE BANK 24"0 COMPONENTS THIS ACCESS ONLY PROPOSED SEPTIC SYSTEM DETAIL JOB N0.:2016-133 20"0 HDPE SECURE HEAVY COVER BY POLYLOC (NOT TO SCALE) MAP NO.: 20" SAFTY SCREEN BY POLYLOC (TYP.) FILED.: �E.OF NEW y HOUSE 12 x 12 POLYLOK D-BOX REVISIONS y W. H 0 ELEV. 10.0' W PDB-- 12 RISER AND �G 'q % FIN FINISHED GRADE ISH GRADE UPDATE&RECERTIFY �- � MANHOLE 4 ADD TOPO 1/21/22 ELEV. a.o' ROTO-FLOW 3050-4 LEVELERS ELEV. &0' � �"' REV. WETLAND LABEL * ' CLEANOUT TO GRADE WITH LOCKING COVER :. FLAGGERS NAME 2/28/22 - -- ----- To P EL. 6.4 ' MIN. PLOT ADJOINING DWELLING LOCA TIOI S 2 2 EAS-1AND-SUBSURFACE - - 1 f smucruRESRE ORDEOOR APPROVED PIPE -- �-8" TRAFFIC RATED PLOT PROPOSED SITE PLAN 9/27/22 UNRECORDEDARENOTGUAR-PEED INV. EL. ,� r. UNLESS PHYSICALLYEVIDENT AT THE m i n. PITCH 1 4" 1' G� N o ME DFSORVEY. 6.5' / / IN . EL. 6.0 I/A OWTS TANK LEALL G LEACHING Com] O• F3.+ �-y THEOFFFIR OIMENUCTOES TO EVER (� /� �IYA O` v I HEREON FROMTHE STRUCTURES TO THE VALL�Y VALLEY Sic {ZV FROPERTY NESEEFOR F C FUJI CLEAN CEN-7 ELEV. .5= Q O 3' CLEAN V` �ARENOTINTENOEOTOGUIDETHE INV. EL- 5.9' D INV. EL. 5.4' SAND NV. EL. 6.1' TREATMENT SYSTEM COLLAR S INVERT AND EPEC ON Of FENCES.RETAINING JEFFREYE L.S. WADS.PoOLS PATIOS PLANTING ELEV.E AREAS.YOTHEACCIT-C N BUILDINGS NYS LIC. NO.•050538 ANAUTHORHFR COTTR CTION • rUNAUTHORIZED ALTERATION OR ADOJTION --- ELEV. 5.6' 0 5' � TOTHISSURVEYISAVIOtATIONOF -� _ SECTION T1090FTHENEWYORKSTATE --- - -- ---- _ EOUCATIONLAW COPIES OF THIS SURVEY MAP NOT BEARING --- ------ --'- ----" - '-"------- ITHEUNOSURVEYORSINHEOSEALOR 6' MINIMUM PENETRATION EMBOSSEOSEALSHAUNOTRECONEICEREO T HIGHEST EXPECTED GROUND WATER TWWFORKS TOREA UODI COPY BOT. EL. 6.2 ELEV. 1.9' _LA_NDS_URVEYING_ CERTIFICATIONSINLPCATEDHERONSHAURUN SEE SEPARATE ENGINEERING PLANS AS PREPARED BY INTO A VIRGIN STRATA M aNLYT°T"EPERS°N`S"°RALFICI E5°RVE CHARLES M. THOMAS DATED 9/15/22 FOR 1/A SANITARY SYSTEM DETAILS of SAND AND GRAVEL GROUND WATER PER TEST HOLE 1881V.MONTAUK HIGHWA}�UNIT F3u S PREPARED AND ON HIS BEHALF TO THE HAMPTON SA YY,NEW YORK 11946 TITIECOMPANY,GOVERNMENTAL AGENCYAND (V)631-369-8312-(F)631-369-8313 'I LENDING INSOTUPON uSTED HEREON,ANG ELEV. 0.9 TO MEASSIGNEESOFTHELENDINGINSTI- PmdlL'(WIDfOlkS)20d.S0n OO.NID 'TUTION.OFRTIfICATIONSARENOTTRM/SEERAELE COPIES OF THIS SURVEYMAP,EITHER PAPER OR ELECTRONIC,NOT BEARING 'TO ADDITIONAL INSTITUTIONS OR SUBSCO- THE LANG SURVEYORS PINED SEAL ORE OSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID CO%AND SHALL NOT BE USED FOR ANYPVRPOSE. • PHOTO....--ET CHRIS AND ELIZABETH AUSTIN 2200 DEEP HOLE RD MATTITUCK, NY 11952 Tax Map#: 1000-123.00-04.00-005.001 PHOTO 1 ' r Z L y,• •q I y .• • 111 11 1 .11 11 11 �'�+1!;� siw �4 w* t�"it•� q�,'�� •� r �t�"�x, 1" T� 1, - ' vM �k. * s.. .♦ Y���' r 1 �_ !�.4�, lYt= .�.�,., •.•'sem,•^. '��.. �,�°'��•'k`-woe 5 > k "' r<r' ;.? x � ,�.'� ( � ` +*'hn') t • • SHEET CHRIS AND ELIZABETH AUSTIN 00 DEEP HOLE •D MATTITUCK, NY 11952 Tax Map#: 1000-123.00-04.00-005.001 • • I .. 4. • • g9u-b oot� p'�'� '�- EE SEC NO Its SEE SEC NO 1t6 SEE SEC NO tis 5 s 61?W \ DBteet nx,..lai` eapi LINE 5� WTCM LME 6S21 91 w Cn � :' :r •- - [aCc en IIs g, - / M-5341 _ a 5a _ • I�aE Drat-9] FOR PCL NO i„ Qa. ssss wUM S1S3EC NO w xis 2-0 9 \9 a O t a T tt.54i 4 5 yn:; x t� a eP i B tg t55i(c .� g>ag4e FOR Pu No \>M T I`I i tovn 'w sEE s�c�No � R ,e d 55] F TONM x g Ta - LyTt \ SpxTNw.D 4 t// • • • �Wewwrtxuw ]g.21 m O pyyct T. ts\ \9 s - CREEK \'B a �. x , 12, B I T��I yx". ys l of f A •.•YI' m•ROz >a 1°i• a� 9i�` 7Z1� aT�'m �N 4�. i N eta B° t . sy • \ 14, eta• \ "Hct O. S / , pMK 51 BTPscI aeyiyl.. u, �'-. 3� sll,Lc � Ya al �nl 'i '�10 y:kot +°yet TBa .e .. QTS ✓� i��__B'x. t\ma LD Ab • \y6 / 5 M�i �°�� \ a,� ]a! ,',i• \+ems 1e a M ]D t q Y t • i n \�� ITt ata y�.T 4 N � 9 N COUNTY OF SUFFOLK © x a W11TNpD SECTION NO E„�W u�_ ,� t V I u —� •.,I — — _— _—_ Real Property Tax Service Agency y I a� N._�._ _ o••� a.... .— ceul9.cN..t9wIr.NYnpt M 123 O N.+�• a �.. Ix yawl a �.. —_ v..r --•-- v.•...--vn-- .I . .•� 7✓� p n' Im.l xo 5Mg PROPERTY IMP OFFICE LOCATION: '� � � MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) bc Southold, NY 11971 Telephone: 631 765-1938 40 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 John G. Stein,Chairperson Town Hall,53095 Main Rd, Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 9 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Thurs., November 10, 2022 the following recommendation was made: Moved by John Stein, seconded by John Chandler, it was RESOLVED to SUPPORT the application of CHRISTOPHER & ELIZABETH AUSTIN to remove and replace the existing dwelling with new front porch and swimming pool. Pool to be connected to drywell. Existing house and shed to be removed. I/A sanitary system to be installed in front yard and existing septic to be abandoned. Water and electric connected to house, over electric to be removed for new underground electric, propane tank to be in front yard, with front yard regraded to retaining walls installed on both sides of the house. AC units and house generator located next to garage and west side, proposed bilco doors leading to a crawl space, and existing 10' non-turf buffer to remain. Located: 2200 Deep Hole Drive, Mattituck. SCTM#123-4-5.1 Inspected by; John Stein, Shannon Wright The CAC Supports the application, however, recommends the pool be moved closer to the house, outside of the flood zone and compliant with Ch. 275, and requests clarity of the "limit of moderation action". Vote of Council: Ayes: All Motion Carried CHARLES M. THOMAS R.A., PLLC 206 LINCOLN STREETD ri ` V E RIVERHEAD, NY 1 1 901 i� (51 6) 702-351 9 CDTHOMAS63 @A❑L.0❑M NOV "' G 2022 101 NOVEMBER 2, 2022 $aUidTOWli Board of Trustees �am"d 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. Cantrell, Elizabeth From: Kate Rummel <kate@coleenvironmentalservices.com> Sent: Wednesday, November 2, 2022 11:35 AM To: Cantrell, Elizabeth Cc: Chris Cole Subject: RE:Austin; SCTM# 1000-123-4-5.1 Hi Elizabeth, Below are the answers to your questions. We will drop off plans today with additional elevation details. Thank you for all of your help! 1. Is the existing foundation being removed and new constructed? It appears to be all new, however there is no plan legend to determine what is staying/new/repaired to confirm. All parts of the existing foundation are to be removed. The proposed house and porches will be on a new foundation. 2. Regarding the "roofed over" section on seaward side deck, please give dimensions and details of this roofed area (size of roof, no walls, enclosed with screens, windows?). The "roofed over" section on the seaward-east side of the deck will be 5'-0" by 22'-9". This will be open to elements, no enclosure via walls or screens and therefore, no windows. The "roofed over" section on the seaward-west side of the deck with the balcony above will be 12'-0"x18'-0" and will also be open to the elements with no enclosure via walls or screens. 3. Please submit the length of each of the proposed retaining walls. The retaining wall located in the west side yard is to be 103'-2" in length.The retaining wall located in the east side yard is to be 92'-2" in length. 4. How much fill is being brought in and where, please advise. Approximately 592 yards of fill will be brought in.The fill will be placed on the north side of the property within the boundary of the proposed retaining wall.The majority of the fill will be placed over the proposed septic system. 5. Please submit side elevations of the existing and proposed with the proposed to include the entire length of retaining walls and pool patio area. The proposed elevation of the street on the east side is 8', and on the west side it is 9', both of which are noted on the site plan. The property will be graded from the street to the retaining walls to be elevation +/-8'. The grade of the rear yard (seaward of the retaining walls) will remain as is. 6. Just to confirm the pool/patio area will be raised so that no pool fencing will be required? Correct. The pool/patio will be 4' above grade as required to avoid the need for a pool fence. Kindly reply all. Best, Kate Rummel Project Coordinator 1 Cole Environmental Services, Inc. 425 Montauk Highway East Quogue, NY 11942 631-369-9445 CES Website From:Chris Cole<chris@coleenvironmentaIse rvices.com> Sent:Tuesday, November 1, 2022 3:51 PM To: Cantrell, Elizabeth<elizabethc@town.southold.ny.us>; Kate Rummel<kate@coleenvironmenta Ise rvices.com> Subject: Re:Austin; SCTM#1000-123-4-5.1 Hi Elizabeth,yes we are working on everything now. Is there a deadline for tomorrow that we should be aware of? Thanks, Chris Get Outlook for Android From: Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent:Tuesday, November 1, 2022 3:43:24 PM To: Kate Rummel<kate@coleenvironmentalservices.com>; Chris Cole<chris@co lee nvironmentaIse rvices.com> Subject: FW:Austin; SCTM#1000-123-4-5.1 Good Afternoon, I have not heard from your office as of yet. Will you be able to complete the requested by tomorrow? �4 euz i 8 Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.g From:Cantrell, Elizabeth Sent:Thursday, October 27, 2022 3:19 PM To: 'Kate Rummel'<kate @coleenvironmentalservices.com>; 'Chris Cole'<chris@coleenvironmentalservices.com> Subject:Austin; SCTM#1000-123-4-5.1 Good Afternoon, Regarding the application mentioned above,the office is reviewing the file and there are several things that are requested in order to move forward. • Is the existing foundation being removed and new constructed? it appears to be all new, however there is no plan legend to determine what is staying/new/repaired to confirm. • Regarding the "roofed over" section on seaward side deck, please give dimensions and details of this roofed area (size of roof, no walls, enclosed with screens,windows?). • Please submit the length of each of the proposed retaining walls. 2 • How much fill is being brought in and where, please advise. • Please submit side elevations of the existing and proposed with the proposed to include the entire length of retaining walls and pool patio area. • Just to confirm the pool/patio area will be raised so that no pool fencing will be required? Currently this application is slated for our November 16th public hearing date. Please submit the above requested information as soon as possible but no later than Wednesday, November 2"d in order to be slated for November's public hearings. Please be advised that the field inspections are scheduled for Wednesday, November 91h and even thought a pre-submission inspection occurred,staking out all of the proposed is required or the application could by postponed to December. If you have any questions, please don't hesitate to contact me. .5*" &Wi�zde Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.9 3 Michael J.Domino,Presidents Sr Town Hall Annex John M.Bredemeyer III,Vice-President t 54375 Route 26 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski Telephone(631)765-1892 Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application ®� Wetland Permit Application RFSEP !Is E_ DAministrative Permit Amendment/Transfer/Extension —Received Application: ' 3 0 2022 Received Fee: $ PO .Ba Completed Application: ___Incomplete: Southold Town ete: p Board of Trustees SEQRA Classification: Type I Type Il Unlistecl Negative ec. ositive Dec. Lead Agency Determination Date: Coordination:(date sent): --�LWRP Consistency As es �f Form Sent: �. AC Referral Sent: ��"� LU Date of Inspection: ��� •Z - Receipt of CAC Report: Technical Review:" Public Hearing Held: ►1 •Z Resolution: Owner(s)Legal Name of Property (as shown on Deed): CHRISTOPHER AUSTIN & ELIZABETH AUSTIN Mailing Address: 915 BUNGALOW LANE, MATTITUCK, NY 11952 Phone Number: 631.466.0124 Suffolk County Tax Map Number: 1000 - 12300-0400-005001 2200 DEEP HOLE DRIVE, MATTITUCK, NY 11952 Property Location: (If necessary,provide LILCO Pole#, distance to cross streets,and location) AGENT(If applicable): COLE ENVIRONMENTAL SERVICES Mailing Address: ,425 MONTAUK HIGHWAY, EAST QUOGUE, NY 11942 Phone Number: 631.369.9445 Wr 11 13)2;Z" Board of Trustees Application GENERAL DATA Land Area(in square feet): 20,620 Area Zoning:, R40 ; Previous use of property: RESIDENTIAL Intended use of property:, RESIDENTIAL Covenants and Restrictions on property? Yes X No If"Yes",please provide a-copy. Will this project require a Building Permit as per Town Code? X _Yes No If"Yes", be advised this application will be reviewed by the Building Dept..prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes X No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? X Yes No Does the structure (s)on property have a valid Certificate of Occupancy. X Yes No Prior permits/approvals for site improvements: Agency Date X No prior permits/approvals for-site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes,provide explanation: PLEASE SEE ATTACHED SHEET. Project Description(use attachments if necessary):. 4 425 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: 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. Floor of crawl space to be at elevation 4'. Existing 10' non-turf buffer to remain. www.ColeEnvironmenta IServices.com Board of Trustees Application WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: TO CONSTRUCT A MORE FUNCTIONAL HOME Area of wetlands on lot:. 0 square feet Percent coverage of lot: 11 Closest distance between nearest existing structure and upland edge of wetlands: +75_ feet Closest distance between nearest proposed structure and upland edge of wetlands: 50 feet Does the project involve excavation or filling? X No X Yes If yes,how much material will be excavated? ±50 cubic yards How much material will be filled? ±592 cubic yards Depth of which material will be removed or deposited: +4 feet Proposed slope throughout the area of operations: 0 Manner in which material will be removed or deposited: TYPICAL CONSTRUCTION EQUIPMENT TO BE USED. ALL FILL TO BE FROM CLEAN UPLAND SOURCE. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): SILT FENCING AND HAY BALES WILL BE PRESENT DURING CONSTRUCTION. AN I/A IS TO BE INSTALLED WHICH WILL REDUCE NITROGEN,AN ADDED BE TO THE WATER. THE ESTABLISHED BUFFER IS TO REMAIN. ANY EFFECT ON WETLANDS WILL BE NEGLIGIBLE 61Z20 Appendix B Short Environmental Assessment Form Instructions for C-0021 1119 Part I -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1 -Project and Sponsor Information Name of Action or Project: AUSTIN HOUSE Project Location(describe,and attach a location map): 2200 DEEP HOLE DRIVE, MATTITUCK, NY 11952 Brief Description of Proposed Action.- PLEASE ction:PLEASE SEE ATTACHED SHEET. Name of Applicant or Sponsor: Telephone: 631.369.9445 COLE ENVIRONMENTAL SERVICES E-Mail:INFO@COLEENVIRONMENTALSERVICE .COM Address: 425 MONTAUK HIGHWAY City/PO: State: Zip Code: EAST QU OG U E NY 11942 }..Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ® Dmay be affected in the municipality and proceed to Pail 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: TOWN OF SOU THOLD, NYSDEC ❑ 0 3.a.Total acreage of the site of the proposed action? 0.4734 acres b.Total acreage to be physically disturbed? 0.4 acres e.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.4734 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) ❑Industrial [:]Commercial ®Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning regulations? ❑ ® ❑ b.Consistent with the adopted comprehensive plan? ❑ ❑ ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ i_1 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: DEEP HOLE CREEK-SIGNIFICANT COASTAL FISH AND WILDLIFE HABITAT ElPECONIC BAY&ENVIRONS-PROTECT PUBLIC HEALTH WATER VEGETATION &SCENIC BEAUTY S. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES b.Are public transportation service(s)available at or near the site of the proposed action? a ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X❑ ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: _ ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment:AN I/A SYSTEM IS TO BE INSTALLED ® ❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? ❑ ❑ b. Is the proposed action located in an archeological sensitive area? ® ❑ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain 'NO YES wetlands or other waterbodies regulated by a federal,state or local agency? DEEP HOLE CREEK ❑ '0 b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? a If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: E]Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ❑ Wetland ❑Urban ®Suburban 15.Does the site ofthe proposed action contain any species ofanimal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? ❑ (� 16.Is the project site located in the 100 year flood plain? NO_ YES X 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO I YES If Yes, ❑ a.Will storm water discharges flow to adjacent properties? M NO [—]YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ®NO ❑YES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundhient of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19.Has-the site of the'proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ® a 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe:, 171 R AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor meKATE RUMMEL,AGENT,COLE ENVIRONMENTAL SERVICESDate: 09.28.22 Signature: Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2: Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur I. Will the proposed action create a material conflict with an adopted land use plan or zoning Elregulations? 2. Will the proposed action result in a change in the use or intensity of use of land? 3. Will the proposed action impair the character or quality of the existing community? a 4. Will the proposed action have an impact on the environmental characteristics that caused the a ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or a FJ existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorpointe ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a.public/private water supplies? t_t b.public/private wastewater treatment utilities? a ED 8. Will the proposed action impair the character or quality of important historic,archaeological, a E]architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, n waterbodies,groundwater,air quality,flora and fauna)? EJ Page 3 of 4 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage E]problems? 11. Will the proposed action create a hazard to environmental resources or human health? El M Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-term,long-term and cumulative impacts. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. 0 Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead'Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Board of Trustees Applim __on AUTHORIZATION (Where the applicant is not the owner) UWe, heis lrvl�r f ,'$ode. f�.lJ OSe• , owners of the property identified as SCTM# 1000. 12300-0400-005001 in the town of MATTITUCK ,New York, hereby authorizes COLE ENVIRONMENTAL SERVICES to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. Pro y Owne Si/katProperty Owner's Signature SWORN TO BEFORE ME THIS _ 1 DAY.OF , 20 Z2 J. Not u CHELSEA L. CHALONE Notary Public,State of New York Registration#01CH6287106 Qualified In Suffolk County Commission Expires Aug. 5,20 Board of Trustees Applicw__on AFFIDAVIT BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN' ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. . THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE . TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE I CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE 1 COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL I EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Si a of P weer ignature of Property Owner I SWORN TO BEFORE ME THIS l ® DAY OF . (e) rL7 _ j20"2--2 . Not ub CHELSEA L. CHALONE Notary Public, State of New York Registration#01CH6287106 Qualified in Suffolk County Commission Expires Aug.5,26 1 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.TI_i_e_puraose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is i i necessary to avoid same. YOUR NAME: (Last name,first nfune,griddle initial,unless you are applying to the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,iilarriage,or business interest."Business intcrest"means_a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO v If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,of child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applic @k t (when the applicant is a corporation); B)the legal or'beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this O day of — 20 Signature Print Name i2 G Y�P V Sfl n Form TS 1 CHELSEA L. CHALONE Notary Public, State of New York Registration #01 CH6287106 Qualified In Suffolk County Commission Expires Aug.5.20TI5 APPLICANUAGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Towrrof Southold's Code of Ethics prohibits conflicts of interest nn tlic part of town iifficers and emnlovees.Theburriose of this form is to provide information which can alert the town ofpocsible conflicts of mtetcst and ttlow it to take whatever.actton is necessary to avoid same. YOUR NAME: �LA VV1 M Q L V-flt2 (Last name,fust name,g»ddle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building X i Variance Trustee X Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship-with any btftcer or empldyge of the'fown-ofSouthold? "Relationship"includes by blood,iilairiage,or'busincss interest"Business intorese!ineans'a business, including a partnership,in which the town officer or employee has even if partial ownership of(or employment,by).a corporation• in which the town officer 6r-employed owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicanViigentlrepresentative)and the town officer or employee.Either check dile appropriate line A)through D)and/or descObe.in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner'of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); Bj die legal orbeneficial owner of any intcrest in a non-corporate entity(when the applicant is not.acorporation); C)an.ofl'iccr,director,partner,or employee-of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted ht 2 ay of S Q t 2o,,,! Signature Print Name LA VVI VIA P— Form TS 1 Board of Trustees Applic_-__on PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTMJ-`- //�� Q L NAME: fgc(j 0-c- / lav TSS Jo,3oL/Tye l '-;� 3 — Y 6 STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of . 20 Notary Public Glenn Goldsmith, President ®�@�®F soTown Hall Annex A. Nicholas Krupski,Vice President ® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly cos G Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD PUBLIC HEARING FOR THIS PROPOSED PROJECT TO BE HELD ON WEDNESDAY, NOVEMBER 16, 2022 AT OR ABOUT 5:30P.M. IN THE TOWN HALL MEETING HALL PROJECT DESCRIPTION FOR: Cole Environmental Consulting on behalf of CHRISOPHER & ELIZABETH AUSTIN LOCATED: 2200 Deep Hole Drive, Mattituck. SCTM# 1000-123-4-5.1 For 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. NUTILk: Uim Ht: AKING , NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: CHRISTOPHER & ELIZABETH AUSTIN SUBJECT OF PUBLIC HEARING: Please see attached Project Description Page posted with this notice. TIME & DATE OF PUBLIC HEARING: Wednesday, November 16, 2022 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Glenn Goldsmith,PresidentC /( Town Hall Annex A.Nicholas.Krupski,Vice President 54375 Route 25 Eric Sepenoski o ` P.O.Box 1179 Liz Gillooly p ` Southold,NY 11971 Elizabeth Peeples 'y6ja ,aO� � Telephone(631)765-1892 .� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of CHRISTOPHER&ELIZABETH AUSTIN COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED LNPLAC'E F_OR_AT LEAST SEVENDAYS P'l�l(?R TO THE PUBIIC' HEARING DATE- COMPLETE THIS FORM 01V EIGHTHDAY OR LATER`,' I, V-ol -UI Vh IM I ,residing at/dba S w Q (� n�/Q Foist Qui ue., N kA11�1�2 being duly sworn, epose and sa : That on the 1 '6day of 1A 0 V , 20 2Z, I personally posted the property known as z2-00 DQep Hale 'DYive . NA0it-Uc1KN by placing the Board of Trustees official noticing poster where it CA easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,November 16,2022. Dated: r (signature Sworn to before me this day of �N. 20 , Dayline Cintron NOTARY PUBLIC,STATE OF NEW YORK Notar ubllc Registration No.OIC16442786: Qualified in Saffolk County Commission Expires 10/17/2026 U.S. Postal Service"m Postal oRECEIPT, RECEIPTCERTIFIED MAIL@ ru Domestic Mail Only rU Domestic Mail OnlY �111 Er UPS rtJ Certified Mail Fee $y, Q�1 11942 rUCertified Mail Fee ,I I(t �Gy, 19rt2 I U-) $ 7� g� X17, �. $ '•' 7e'/,? ,/��- Extra Services&Fees(checkbox,ft7�pExtra Services&Fees(check box,add tee p t .- '�07 ❑Retum Receipt(hardwpy)Retum Receipt(hardcopy) $ "'(• r�Retum Receipt(elecVonlc) $ 1,�) 1(- POS{ ark \ p ❑Retum Receipt(electronic) Postmark tttl ❑Certified Mall Restricted DeliveryHais0 ❑Certified Mall Restricted Delivery $ 1( i Here � ❑Adult Signature Required . ❑❑Adult Signature Required $--- 4 + 1 (� O []Adult Signature Restricted Delivery$ p� Adult Signature Restricted Delivery$ Postage G ®/p/ I Postage .b8 - �- . — Q`^ — r 1-b:, ?\ 11/07/2i1 2 a' Total Po, 11/(17/71 !�J o S&NDBA B. cOOLEMAN I $3.98AMUELJ. DIMEGLIC) $ P.O. 60X,3'64,;- I r=1Sent To 2280 DEEP HOLE DRVE� ru i"' ) '°� In ru MATTITUCK NY 1195 N Streefer MATTITUCK, NY 11952 ------- i N (`� 1 r '----------------- tYC A ---------- :•r Ci___Stai \.F'� PostalPS Form April 2015 PSN 7530-02-000-9047 See Rev�erse for Instructions_ Postal Service CERTIFIED MAILP RECEIPT-- Ir CERTIFIED MAI1L@ RECEIPTI [� DomesticOnly CQ s Er m o ) Ise .Ne fR50"' rhe • t 1(13■I� � '� •� N Certified Mai ee - - 0942 r ns- I!. Lr;1 �.- U/9 RE $4.i 0 r1J Certified Mail Fee �+ tg4 3 I.1•) $ e 7 Ln Ln $4.00 $ J N Extra Services&Fees(checkbox,add tee ,Pe ) Ln " I 1 l0 ❑Return Receipt(hardcopy) 1 Extra Services&Fees(check box,add tee 96 p to) Cv r $ Popiark ❑Return Receipt(hardcopy) $ h "!1 � t� ❑Return Receipt(electronic) $ „ fj" t 1 I 11(I �• Certified Mail Restrlcted Delivery $ 0re O E]Return Receipt(electronic) $ Postmark D ❑ 1-3 ❑Certified Mail Restricted Delivery $ .I_t Q Q r Here , C] []Adult Signature Required $ i fri2� t� ❑Adult Signature Required $ N C]Adult Signature Restricted Delivery$ ❑Adult Signature Restricted Delivery$ 4 O Postage $1-b8 ID Postage 1-.4}v - W _ Er 11/07/2022 V C3 Total Posta o-' 11/ � 2i_122 � $8.93 AMY J. PRAGER C3 BETBYSS LANCE KRAVITZ sent To 2005 DEEP HOLE DRIVE 1 PRYER PLACE ru MATTITUCK, NY 11952 fU - Stree[andi C3 NEW ROCHELLE, NY 10804 f� I City Sfsfe, u"1 •• • •r r•r••• :•• r r•r•r• , Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#:Cin n S NAME: ADDRESS: STATE OF NEW YORK COUNTY OF SUFFOLK ,, I J I-I{t (Lumme'( , residing at rJyiedgQV400d DY, EqQuooue �� 2 , being duly sworn, deposes and says that on 20 ZZ., deponent mailed a true copy of the the day of Iy��P.M 6 Q I- , Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at EqS�- Q uonu e , t\1 that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. - (L�- Signature p n Sworn to before me this Day of 20 Dayline Cintron NOTARY PUBLIC,STATE OF NEW YORK Notary ublic Registration No.O1C16442786 y Qualified in Suffolk County Ls=-2026 ■ Complete items 1,2,and 3. A. S nature ■ Print your name and address on the reverse X gent so that we can return the card to you. ❑Addressee i ■ Attach this card to the back of the mailpiece, B. Received by`P ince ame) C. ate of Delivery or on the front if space permits. ` 1. Article Addressed to: D. Is delivery address different from item 12 ❑Yes If YES,enter delivery address below: ❑No SANDRA B. COLEMAN P.O. BOX 364 MATTITUCK, NY 11952 3. Service Type ❑Priority Mail Express@ II I III II III III I II II IIII III I I IIII I IIII ❑Adult Signature ❑Registered MalRl ❑ uIt Signature Restricted Delivery ❑Registered Mail Restricted ertlfled Mail® Delivery 9590 9402 6585 1028 6171 53 ❑Certified Mail Restricted Delivery ❑Signature ConfirmationTM ❑Collect on Delivery ❑Signature Confirmation 2. Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery 'nsured Mail 7021 0950 0001 5524 3923 over d Mall Restricted Delivery PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt I COMOLtTErHIS SECTION ON DELIVERY ■ Complete items 1,2,and 3. A. Signatur ❑Agent ■ Print your name and address on the reverse X Addressee so that we can return the card to you. ailpiece, B. Received by(Printed Name) C. Da�of De ■ Attach this card to the back of the m 1 I or on the front if space permits. 1. Article Addressed to: D. Is delivery address different from item 12 ❑Yes If YES,enter delivery address below: l�No AMY J. PRAGER /v 2005 DEEP HOLE DRIVE MATTITUCK, NY 11952 CA 3. Service Type ❑Priority Mail Expresso II I Illill I'll III I IIII I I II I I I II II II I II I I III I III ❑Adult Signature ❑Registered MailT ❑Adult Signature Restricted Delivery El Registered Mail Restricted ertified Mail Delivery 9590 9402 6585 1028 6172 07 ❑Certified Mail Restricted Delivery [I Signature confirmation ❑Collect on Delivery ❑Signature Confirmation ❑Collect on Delivery Restricted Delivery Restricted Delivery 2. Article Number(Transfer from service label) w 9 DelnksS red 7021 0950 0001p55243879 �aLsBo� Rll �t Deliv Domestic Return Receipt Ps Form 3811,July 2020 PSN 7530-02-000-9053 _ _ _ Town of Southold LWR}.'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 la- its si ign f cant beneficial and adverse effects upon-the-coastal gu-ea(which includes•all of Southold Town). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail,•listing both supporting and:now. 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#_ 12300 0400 _ 005001 AUSTIN HOUSE PROJECT NAME The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 0 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: ❑X Nature and extent of action: PLEASE SEE ATTACHED SHEET. Location of action: 2200 DEEP HOLE DRIVE, MATTITUCK, NY 11952 0.4734 ACRES Site acreage: 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: �! Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes X❑. No❑ If yes,which state or federal agency? NYSDEC 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. DE-VE�LOPED COA;ST_P0LICY 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 Ill—Policies; Page 2 for evaluation criteria. 0 Yes ❑ No ❑ Not Applicable PROPOSED CONSTRUCTION IS ON PAR WITH OTHER DEVELOPMENT IN 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 LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No 1 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 I Yes ❑ No ❑ Not Applicable PROPOSED CONSTRUCTION INCLUDES BURYING ELECTRIC LINES. ALL EXISTING TREES ARE TO BE PRESERVED. Attach additional sheets ifnecessary 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 SITE IS TO BE DEVELOPED TO BE PROTECTED AGAINST FUTURE EFFECTS OF CLIMATE CHANGE SUCH AS HIGHER_ TIDES, DEVELOPMENT IS WITHIN HOUSE LINE AND NOT EXTENDING FURTHER TOWARD WATER f Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —PoIicies Pages 16 through 21 for evaluation criteria 0 Yes ❑ No ❑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. ❑ ❑ Yes No Not Applicable THE PROPOSED DEVELOPMENT DOES NOT EXTEND TO WATER. SILT FENCING IS TO BE INSTALLED TO PROTECT WATERBODY DURING 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. 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. 0 Yes 0 No LEJ 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. 11. WE] No E] Not Applicable Attach additional sheets if necessary I 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 X❑ 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 if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ No® Not Applicable. F] Yes Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No 0 Not Applicable KATE RUMMEL,COLE ENVIRONMENTAL SERVICES PREPARED BY TITLIC AGENT DATE 09.28.22 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management September 28,2022 Attn: Elizabeth Cantrell Senior Office Assistant Town of Southold Board of Trustees 54375 Route 25 PO Box 1179 Southold, NY 11971 Re:Trustees Application Chris& Elizabeth Austin 2200 Deep Hole Drive Mattituck, NY 11942 Dear Elizabeth, An application on behalf of Phil & Debra Rybecky is enclosed. Please find a check made payable to the Town of Southold for$250.00. Enclosed are four(4) copies of each of the following items: 1. Application with detailed project description 2. Authorization Form D E C E I Y E 3. Affidavit y 4. Applicant Transactional Disclosure Form SEP 3 0 S. Agent Transactional Disclosure Form 2022 6. SEAT 7. LW R P Southold Town 8. Survey Board of Trustees 9. Survey with proposed plan 10. One (1)full set of to-scale architectural site plan in its original size,and three(3)full 11" x 17" sets 11. Photos Sincerely, Kate Rummel Project Coordinator Cole Environmental Services, Inc. www.ColeEnvironmentalServices.com