The URL can be used to link to this page

Home My WebLink AboutTR-10256 Glenn Goldsmith,President Vr S®U Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President ®� ®�® P.O. Box 1179 Eric Sepenoski J Southold,New York 11971 Liz Gillooly Telephone (631) 765-1892 Elizabeth Peeples � �� Fax(631) 765-6641 COO, BOARD. OF TOWN TRUSTEES TOWN OF SOUTHOLD September 19, 2024 Deborah McKeand & Shannon Goldman PO Box 346 Peconic, NY 11958 RE: 100 SALT MARSH LANE, PECONIC SCTM# 1000-68-3-11.1 Dear Ms. McKeand & Ms. Goldman: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, September 19, 2024: RESOLVED that the Southold Town Board of Trustees grants a One (1) Year Extension to Wetland Permit#10256 as issued on November 16, 2022. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerel , Glenn Goldsmith, President Board of Trustees September 4 2024 Town of Southold Board of Trustees PO Box 1179 Southold NY 11971 Dear Trustees We would like to request a One-Year Extension to Wetland Permit#10256. This-permit was issued November 16 2022,and expires this year on November 16 2024.The house renovation will begin this month,so we anticipate the project to take about a year to complete:. Our property address is 100 Salt Marsh Lane,Peconic NY 11958. Our mailing address is PO Box 346,Peconic NY 11958. We can be reached anytime at 917 6919159(Deb)or 917 848 7402(Shannon). Thanks very much for your help and consideration. All best, Deb McKeand and Shannon Goldman SEP 4 ZM24 SOutttdd Town aT MF EN-CONSULTANTS ® E � [ ONE December 20, 2022 DEC 2 2 2022 Board of Trustees Town of Southold Southold Town P.O. Box 1179 Board of Trustees Southold,NY 11971 Attn.: Elizabeth Cantrell Re: Deborah McKeand& Shannon Goldman- Wetland Permit# 10256 Dear Ms. Cantrell: In satisfaction of the Special Conditions of the above captioned permit, the required Declaration of Covenant was recorded in the Office of the Suffolk County Clerk on December 20, 2022. A copy of the recorded document is enclosed for your file. Resp ctfully yours, Steph Enclosure cc: Deborah McKeand & Shannon Goldman 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting CC# : C22-41480 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK ' J i I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 12/20/2022 under Liber D00013182 and Page 479 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 12/20/2022 SUFFOLK COUNT/Y� CLERK JUDITH A.PASCALE SEAL o. , r I IIIIIII IIII IIIII IIIII IIIII IIIII IIIII IIIII IIIII IIII IIII (IIIII IIIII IIIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 12/20/2022 Number of Pages : 10 At: 09:37 : 37 AM Receipt Number : 22-0170186 LIBER: D00013182 PAGE : 479 District: Section: Block: Lot: 1000 068 . 00 03 . 00 011 .001 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $50 . 00 NO Handling $20. 00 NO COE $5 . 00 NO NYS SRCHG $15.00 NO TP-584 $0 . 00 NO Notation $0 .00 NO Cert.Copies $6.50 NO RPT $200 . 00 NO Fees Paid $296.50 .THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County �[2] Number of pages RECORDED This document will be public :tUDTTH H. P"St f1E VR record. Please remove all SUF CLEFOLKK OF COUNTY Social Security Numbers L I.:'00013182 prior to recording. P 479 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee L `"' Mortgage Amt. •Handling 20. 00 1.Basic Tax 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. or EA-52 17 (County) Sub Total - Spec./Add. EA-5217(State) TOT.MTG.TAX C0 Dual Town Dual County R.P.T.S.A. oU �� A Held for Appointment Comm.of Ed. 5. 00 Transfer Tax "s Affidavit +�� Mansion Tax -"opy E50 The property covered by this mortgage is `Certified C - ' or will be improved by a one or two NYS Sur '""�'_�charge 15. 00 family dwelling only. Sub Total YES or NO Other , .r9' , Grand Total If NO, see appropriate tax clause on page# of this instrument. 4 1 Dist. 1000 Section 068.00. Block 03.00 Lot 011.001 5 Community Preservation Fund Real Property �n r pROp Consideration Amount $ Tax Service I\ suFFouc Agency COUNN 'CPF Tax Due $ Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land TD En-Consultantsa 1319 North Sea Road TD Southampton,NY 11968 TD Mail to:Judith A. Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# 8 r .Suffolk County Recording & Endorsement Page This page forms part of the attached Declaration of Covenants made by: (SPECIFY TYPE OF INSTRUMENT) Shannon J. Goldman The premises herein is situated in Deborah L. McKeand SUFFOLK.000NTY,NEW YORK. TO In the TOWN of Southold Town of Southold In the VILLAGE Board of Trustees or HAMLET of Peconic BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over DECLARATION OF COVENANTS THIS DECLARATION made this J day of bet& beA, ,2022,by Shannon J.Goldman and Deborah L.McKeand, whose mailing address is 100 Salt Marsh Lane,PO Box 346,Peconic,NY 11958,hereinafter referred to as"DECLARANTS": WITNESSETH: WHEREAS,DECLARANTS are the owners of certain real property located at 100 Salt Marsh Lane,Peconic,Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 68,Block 3, Lot 11.1, which is more particularly bounded and described as set forth in Schedule"A" annexed hereto,hereinafter referred to as the Property; and WHEREAS,the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold(hereinafter the"Trustees")pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor, and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; and WHEREAS,the DECLARANTS therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities; and WHEREAS,on November 16,2022,the Trustees approved the application and issued a permit with terms and-conditions; and WHEREAS,the issued permit,terms and conditions of the permit,as well as the site plan prepared by S.L.Maresca Associates Consulting Engineers.,last dated November 14,2022,and stamped approved on November 16,2022,upon which pennit is based,are filed in the Office of the Town of Southold Board of Trustees as Permit No. 10256,and annexed hereto as Schedule`B;"and WHEREAS, as a condition of the granting of a Wetlands Permit to undertake such regulated activities,the Trustees required that a 5' to 10' wide,approximately 1,035 sf"non-turf buffer"be established and maintained along the landward edge of the top of bluff and bank; and WHEREAS,the DECLARANTS have considered the foregoing and has determined that the same will be for the best interests of the DECLARANTS and subsequent owners of the Property. NOW,THEREFORE,the DECLARANTS do hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and perpetually maintained along the landward edge of the top of bluff and bank, a five to ten-foot wide"non-turf buffer"as defined by Chapter 275 of the Town Code, as depicted on the site plan prepared by S.L.Maresca Associates Consulting Engineers.,last dated November 14,2022,and stamped approved on November 16,2022. 2) The DECLARANTS shall at all times comply with the Terms and Conditions of the permit, a copy of which is attached hereto in Schedule`B"annexed hereto. 3) These covenants shall run with the land and shall be binding on the DECLARANTS,their heirs,assigns,purchasers,or successors in interest and may be modified only upon resolution of the Board of Trustees. (THIS SPACE LEFT BLANK INTENTIONALY) 2 IN WITNESS WHEREOF,the owners have duly executed this instrument this �A(4 day of I/LC��ibYl � ,2022. annon J.Goldman Deborah L.McKeand STATE OF NEW YORK: ss: COUNTY OF SUFFOLK: On the • '� day of ��` , in the year 2022, before me the undersigned, a Notary Public in and for said State,personally appeared Shannon J. Goldman personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual or the person on behalf of which the individual acted,executed the instrument. KIM H . STEPHENS NOTARY PUBLIC NotaryPubhc STATE OF NEW YORK COMMISSION N0 . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 20�5 STATE OF 1`��`�� V(j 1�-r'� COUNTY OF Su'\ ss:• On the 54"` day of _ 1)--Ce-yjby-- , in the year 2022, before me the undersigned, a Notary Public in and for said State,personally appeared Deborah L. McKeand personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity, and that by her signature on the instrument, the individual or the person on behalf of which the individual acted,executed the instrument. n � ANo � KIM H . SIEPHENSPublic NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 1 , 10Z5 3 SCHEDULE A ALL that certain plot, piece or parcel of land, situate, lying and being at Peconic, Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a pipe set at the intersection of the northerly side of Sound Avenue with the westerly side of Huntington Boulevard; RUNNING THENCE South 35 degrees 27 minutes 00 seconds East, along the westerly side of Huntington Boulevard, 346.85 feet to a monument and Autumn Lake; THENCE the following 2 courses and distances along Autumn Lake: 1) South 54 degrees 33 minutes 00 seconds West, 80. 00 feet to a monument; 2) North 86 degrees 40 minutes 00 seconds West, 147. 52 feet to a monument and land now or formerly of Ronald Rothman; THENCE North 35 degrees 27 minutes 00 seconds West along land now or formerly of Ronald Rothman and crossing Lake View Avenue ( Right of Way) 77. 66 feet to a monument and land now or formerly of Yvonne R. Gallagher Irrevocable Trust; THENCE along said last mentioned land the following 3 courses and distances: 1) North 38 degrees 39 minutes 00 seconds East and along the northwesterly side of Lake View Avenue (Right of Way) 70. 60 feet to a pipe; 2) North 55 degrees 59 minutes 00 seconds West and passing through a monument 368.79 feet to the high water mark of Long Island Sound; 3) North 35 degrees 27minutes 00 seconds West 95.00 feet, to the present high water mark of Long Island Sound; THENCE along the ordinary high water mark of Long Island Sound North 51 degrees 29 minutes 09 seconds East 206.74 feet to land now or formerly of Sharon Love; THENCE Southeasterly and easterly along said last mentioned land the following two courses and distances: 1) South 35 degrees 27 minutes 00 seconds East 267.38 feet to a point; 2) North 82 degrees 33 minutes 00 seconds East 56. 63 feet to the pipe set at the point or place of BEGINNING. 4 SCHEDULE B ail W 7* ---------- BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 10256 DATE: NOVE MBE R 16,2022 ISSUED TO: DEBORAH McKEAND & SHANNON GOLDMAN PROPERTY ADDRESS: 100 SALT MARSH LANE,PECONIC SCTM# 1000-68-3-11.1 AUTHORIZATION ` � .F't Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 16, 2022, and in consideration of application fee in the sum of$250.00 paid by Deborah McKeand&Shannon Goldman and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to remove and replace(in-place,with pergola above and new steps), 172sq.ft. previously roofed-over waterside deck attached to existing 1,045sq.ft. one-story dwelling(to remain with interior renovations; remove exiting 210sq.ft.slate patio and 120sq.ft. attached deck and stairs; install an A/C pad on west side of dwelling; install a 4'x8' outdoor shower enclosure(over pervious gravel bed,piped to proposed drainage system); install 1,000 gallon underground LP tank; construct 20'x22' one-story accessory detached garage; remove existing asphalt driveway and install new pervious gravel driveway (with associated fill/re-grading,2'41 high landscape retaining walls,and steps); replace existing conventional septic system with new I/A sanitary system (with associated fill and 4' high max. concrete t. retaining wall; place approximately 480 cubic yards of clean fill to achieve proposed grades associated with proposed driveway and sanitary system; install stormwater drainage system; and to establish and ti perpetually maintain a 5'to 10' wide,approximately 1,035sq.ft. non-turf buffer along the top of bluff and bank; with the condition of a letter of approval from Town Engineer regarding driveway drainage; rf and a one to one tree replacement; that the Mexican feather grass as shown on planting plan be substituted with a native species of choice; and as depicted on the planting plan prepared by I McKeand/Goldman, received on November 14,2022; and stamped approved November 16,2022; and RA the site plan prepared to S.L. Maresca Associates Consulting Engineers, last dated November 14,2022; and stamped approved November 16,2022. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the day and year first above written. q�%Vlf F LIZ GILL WLYt RECUSED V Schedule B Cont. TERMS AND CONDITIONS The Permittee, Deborah L.McKeand & Shannon Goldman residing at 100 Salt Marsh Lane Peconic,New Fork 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 impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. 2 r -S,TE so . T U.- H: OLD .,TR' U Es ' . 06 Issued ►pJ ��M�N pa�� 144 ,Z SS' re Add . . THIS NOTICE :MUST BE:DISPLAYED DItRING C,ONS7'RUGTION TOWN..TRUSTEE OFFICE TOWN OF SOl1THOLD SOUTHOLD; N:Y. 11971 TEL.: 7651892 W 100 S to ;11,%'_'11�h:Sll l„1_\'li N n ! TO!3li1C/! (D ? T N i (D LANDSCAPE DESIGN PLAN IVILD tz1 i WILD n O :3g�g EVERGREEN TREES rhi)� 'Cl rt BEACH GRASS r Gl7 I-h'mJ flik i F- 7E MEXICAN FEATHER GRASS ` D ® ��igf r (D - o " a PRIVET(EXISTING) N�tf^ 1.17ILD rt rt PEA GRAVEL(NATURAL 3/8") QQ I 6VOODL'D (D OOn��p ARB:1 O o STEPPING STONES(DRY SET) C i---i..h ?: CD Fi- Q N(� CONCRETE RETAINING WALL Ul(D 0" v O = TIMBER RETAINING WALL 7xT - I-h�� VV / 2 rt x s� O (Do TIMBER STAIRS/STEPS/DECKING �' C l;k rA N 0 —�- METAL EDGING(RAW STEEL 1/4") O x rt AO HOUSE ` WILD C O © DECK W/PERGOLA ` •' APPROVED RED EBY I y r.9 rl � © OUTDOOR SHOWER ul , BOARD OF i r2USTEES rt ' SOUTHOLD (D D AC UNIT TOWN OF O (D rm DATE _ HoR«r,ZOZ�E FIREWOOD STORAGE w• ,•., ' rn O DETACHED GARAGE rl'ILU };: '• OF '— NIiADOIi' �.., --- — -- ---- TRASH/RECYCLING STORAGE r WILD w ca NOTE D EXISTING TREES NOT DEPICTED ON THIS PLAN.EVERY EFFORT WILL BE (Dpp�� 1t ` O MADE TO SAVE MATURE TREES ON NOV K 4 j��'� ,Sf,L r v.l 1.,9NE THIS PROPERTY.FOR EVERY MATURE N. TREE REMOVED,ONE HARDWOOD QQ SAPLING WILL BE PLANTED. SOtrfh01d70wI1 ©oard ai husleps C� rb x �-, 11cKcand,'GnlJmunR�siJenL�: Renovation WORKTABLE D) ',7 DRMNAGEAN1lYM:f005AlT M.RSN 4NF - "•'°'ar® E%RTDIG LDT COVERAGE w� N S]°29_09"E 206.74' `��•. ¢cin _ ____ C/1 6scAvror k•r� ",rows AP �eoiRueAiEn ' eeaRAwAT�PttnPv � 1 16LN9RtEFibT xoR O I -e��'•' ^ , _ 6 O_ PROPMEDLOTC°VERAGE 'gym IP.5NOE501RIi�lp n•s. s .s . 55O (b PDLVETNnu.Et wrw —h EDUKe+GR6Mt TE- �•� z� - .. - __ °'"`�'.a ml y sr, P CROSE{IX`.NECD`� covER-\ rxielluTilc BEMO�MTFD C I T.T(G I ---- - 9-"'�•. .1- 3 � 6LTxEExwuEvsDmD, uFANour � GPADEfir _ ` 6 - -.' - ' ..'':',_ "�:. - - _ \ `.a-G—;.��.i.✓ �� Gs•'r-; 5'q.� ;�!" rd ---- -- - ---nrD, y ,•i .N' -. I ':- 6°'."`.'°„�� e/ ` ®,:��c I m fE.a raDl,row..EnE122 �1 sum ulDGRA /�T'---`Y�---°+MEGot�OIFJtTrtE[n6wc -- B- -��; t'',•�i` .. �i Puurlccnw•a �' ..a. \ . nai T LEACHING GALLEY1,6 `� NErNa ARI •ENGIMESTS CERIIFIWnON I6 REWIRED FOR ` J )t ,i1 IV Sq .R?� ERA ALL IAOW151NSTAWl10N5.THE DE6IGN O , i I I - a `GR•OE\ f ��0 i�i IE° EN THE BOM FHEA.—STEW '•, rI) e .I !1 V _ wumwrau rzo.n.uw �� mu•x,ravcwa tnm•m•r uvu.mas•us,muvmaewrs WNAGEMEM DLSPECTOA 16 "ACTE°FOR •aT.T16O A.s' ,. f.f',AFha.� DISPECTION.ALL SEPiIG AND LEACWRO ;�: \ EDAE M2,•i ,I tiJ I�'i tf /.Ii�i� m i v ry> iOPOM,uat I FDID CONPoNENIS LEUST BE ISIBLIL vJ ri0.s W • $' a Tii•FT.� •AMAINIENANDE LONIRACrd COMINUOUS " ' ...�/�� ( ^ I u•ee Tnro�> vn mamvnmm••mn F'� �j$>V 51 '�..}T ' NAIMDIANLEIS REDBDi MRT"EPR°PFA �. Ec`w"� r aomsu.,¢m¢rowsmwwa>,w a N Y F1L�PERW .'„ ,:,r J ! FUNGTIONMG OF ALLDATREATMEMTMO _ !i`C' J�__ 6 •� "•Q•'^rf° AIL ORMNAGE SRUCNRFS MINIMUM,OFROM !�I j� aww-<PN•'E I` TIMBER RETAINING WALL Q i w[wRa Z �i�'P %-6 t -J--6 BDRn,EIt'I.—I—Ja-0•uw ANY SANRARY LOMPONENTAND WATER LINES "- II 1� A". . �} ti of mmuxpMTER'.2 E7 / I CATCH BASINS MINDEIIIa tDFROMANV _•-- 10 - - IIC.I 9wr r^ '}1 -I'-' RARY LOMPONENTIS'FROM WATER LINES �_-� �"� ' � •�arvenon--I • •u r - � C 5umu`iO GTaOiv�Et,r"v1IAPPR=QDgOF°LFANEANDFIU.O.E W - r I.�.?� I \ - rwwwa .L'��:-•~�� .+....Mmmr.meaesain C (fl TRUCNEDIN FROMAPPROYED UPLAND �.� 1 �.'� ` .. m S`I SDURCETO ACMEVE PROPOSED GRADER \\ r>/ "'/%, W N O DOWNSPOUT DRY WELL -:�;> > , .aa. \ •w .Q.a•..mG.muMOUA -"- ..- _ PRpP,LOUNTOUR - .- _ - —M,q\\••meea \ `/:J,.•/./.:1'•� .arro•• wnw•mwnaw,nttrswrunw Q C 0�+ xoTro6wE P 3 ` 2 U-6 E Q�--1 w.uw.swu .w.,.�...wm.�c.. _ - _ •• :-' � '%^ .1'1='�' !aas•.samxwnoy ®+aa vec xssw....cmmnm P.v uwmw•c ,+-< �. ® w`+�`°mna `• "'``�;.::-��- e � .T35 '(_wn %'_ �r ..+owoua:xwcw � w i_�,,,w>w..a..,n H•�zEao�� ...Ro. (> - '_sD..�'^'>.� z w.b sa :.'\�e �''�•� .!:i.i i��•l TM tQ o IA PROFILER _ ]Q. ir�p�\ss ' I�11 a `v>`%.�ldion w — "n.a>• 44 .,,.._•.......a..............^_�..,..!...e- ,..1.:7'Y,uP °-�..,�"°iu� ..�...=m..n•pw.ew k 4yx6DY �`�1z�"e W '`l ' �"`Y..r.;,z� 7 ' rtc�.,aw<.CsumARrREramxc wAu .lonro isfAVD snnw 1 r�"J' .-a�.re.•..,.,wmw..�zB ', .y ',^H%' '_ ..rr:fr,ww 11,i !:"�-'. •,� ;j'; '"=---i^�_--J'(`1 I :, —la.'��"fig--V 24'S" :.S+'•C;� v.�' t .., a •U "21 _ i '"�~— MFANDDTA LI--I L—n O fiO l`•6,.",i��wI m_o}.A. 0 _ w,"� I .��•min _._.—. - ♦]1K=�t-- —,�._ta mm i _ 6` _._+� Zvi j e ! ., \f N.N 3$39 z"_ v Vim. .way .w> z I� ,z .�'r n..�,.....<.mr,e>,oa c5'' •� .'^^ '�w •O . I I awl �,:��,` :ID \\ ' fie. .' /0 v r mwwmvowe Q L4.1 4-3 \ '•a I---"--�---..L._- DP B ;' t 9a wm.mTo°- `� ' .waovm�.sma✓ I t HTSINGDIAGRAM ()r gp I- 'Lj•r•I '\ ..• m_.. to e i /> t.,,;,� ri 1 r--I IL 1 � �� Win, ^�•, .' ;rr� `j`` i I�`_-"I "I i •.�.i.;:�. ._ere._... v _ .-r j' I+•r..' L -._ _ __.-___-•' \\``\ = 1'I I HYURWGT10N TfiFATMEM TANKANI00.PLAN VIEW 0 Q I L OO S LONTROSSm p ..�1 �� ,�_,_�-. ` `� t_..J.._ 6rtE PUN \ �re"¢,�%`-R'.�a (Lrl 'I ..r•TC D ve I I ••�1••�•••`Iq COMPREGSOR PUMP YDROACTON TREATMEM TANK AN.OD SECTION �,�j.JVICINITY MAP -I,=,rm,mr,., r �. ,m< S 54°33'OO"W TEST HOLE 1 L) � SGLE=1:60 /;� wu,cwsa>o SO.00'• H _ Glenn Goldsmith,President ®��®v S19 Town Hall Annex 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski ir Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples �� ® �® Fax(631) 765-6641 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 1 st day of construction % constructed When project complete, call for compliance inspection; . .'T«:.., "oa. R /°asm• — "�.,.i 4' � _ •.yV P ,,ee4. A D✓"" _ SpAS f R A a• >r wa. q""�:� - ' "` '= 'r�� : `.- Ir '\. _ •1� 1. l"�:. - : � y i :'SG.°.''.tY.7"^vr'"�i"r. "'gry7E2t"J.'ti);''d'.�'p"'�P' y'''�.':'"!',;".'.'d1"-l'..s.;'.i�r�e"A't"�,,'"'�J.TS:.:'Y�?S.'S.45Tr:L.''£',F:S!Fd.'iS;:'347T..�'S'"4:'kb"..f!f'""�n'° 4v35�7S 'J.'''',,.1r;'Cr: 9'�..1':ak„" ti;fEk•z2Sis''S&Li.£iu,7T�.';C7'.� '''�1"J!'cYa}�S3�kY'.,.::t:.Ytd' 4d:a'1'.X�+�4' ¢r.-� P - BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK ` PERMIT NO. 10256 DATE: NOVEM 3ER 16,2022 ISSUED TO: DEBORAH McKEAND & SHANNON GOLDMAN " PROPERTY ADDRESS: 100 SALT MARSH LANE.PECONIC SCTM# 1000-68-3-11.1 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ., P . 'v accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 16, 2022, ` c,as and in consideration of application fee in the sum of$250.00 paid by Deborah McKeand & Shannon Goldman and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees oS� authorizes and permits the following: 3,¢, Wetland Permit to remove and replace(in-place,with pergola above and new steps), 172sq.ft. previously A r aM roofed-over waterside deck attached to existing 1,045sq.ft. one-story dwelling(to remain with interior. renovations; remove exiting 210sq.ft.slate patio and 120sq.ft. attached deck and stairs; install an A/C pad on west side of dwelling; install a 41x8' outdoor shower enclosure(over pervious gravel bed, piped to ,:4aa proposed drainage system); install 1,000 gallon underground LP tank; construct 20'x22' one-story &'°F accessory detached garage; remove existing asphalt driveway and install new pervious gravel driveway (with associated fill/re-grading,2'-4' high landscape retaining walls,and steps); replace existing conventional septic system with new I/A sanitary system (with associated fill and 4' high max. concrete retaining wall; place approximately 480 cubic yards of clean fill to achieve proposed grades associated ��,�•>� •' = with proposed driveway and sanitary system; install stormwater drainage system; and to establish and maintain a 5 to 10 wide approximately 1 035s ft. non-turf buffer along the to of bluffs perpetually � PP Y � 9• g P ^rsE„a' and bank; with the condition of a letter of approval from Town Engineer regarding driveway drainage; =' and a one to one tree replacement; that the Mexican feather grass as shown on planting plan be s p=a substituted with a native species of choice; and as depicted on the planting plan prepared by r McKeand/Goldman, received on November 14,2022; and stamped approved November 16,2022; and the site plan prepared to S.L. Maresca Associates Consulting Engineers, last dated November 14,2022; k and stamped approved November 16,2022. =-' i- mr: g IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these •010, M, presents to be subscribed by a majority of the said Board as of the day and year first above written. : '•,a - LIZ GILCCOLY4 RECUSED -�k:` It ..+ry+r.'S"n r n.:S.�X:ii7rrn`,E:1'¢cr..i3cc^'G7rF.:n'�'15dnii,,.eeu°'""it,..'�(fl:m`t�°f'�S.;iiS°3c2iA%��r.P,u.:'V,.v�Fif:�'�4.nk,aiSX'�a.:"�'r"n"S'uk.eti.fi'4a',:i.n9.t:K.r55.Ciiai7o#�`..:2�S.v�SS�.t�ni?i).h.S�.u'a:uk�i�.Z:`w�:r1a535 �.[fisruiP.2:::K�3a",.M1;.i�.e&7.11".uaY-s:rrs:,�n�.•�.xCSs1.7r.7iT. .� ` _ �« `tie r - ., :• .`,� m t" _ald v RU � .,sr¢j v q �''�"m?�+�-~ =1�,.,. ..ed d \r _ .+ �n°• ';r p4ai• .3 tam Ry�4 H R�•'.,q: _ ,; 6 F'A a. 1;:: .,s p A � 1- !,�> s, 1!r..^ '�'•,� Ads,a,„-f k•„ ;�_pi {, '}?.�`�" .:,:. `'<dQ4:�A::=' -+,.• ?�,- -.es.!L iS.D•' 3`�• '•""d...t_ -,is.u• ..tk?.?- Wit- .9,+.-- - _ ...°_..?.,,. {- TERMS AND CONDITIONS The Permittee Deborah L. McKeand & Shannon Goldman residing at 100 Salt Marsh Lane, Peconic,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 perrnittee 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 ®A`�®F SOl/,�®� Town Hall Annex A. Nicholas Krupski,Vice President ® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone (631) 765-1892 Elizabeth Peeples ® y® Fax(631) 765-6641 C®U ,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 21, 2022 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: DEBORAH L. McKEAND & SHANNON GOLDMAN 100 SALT MARSH LANE, PECONIC SCTM# 1000-68- 3-11.1 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, November 16, 2022 regarding the above matter: WHEREAS, En-Consultants on behalf of DEBORAH L. McKEAND & SHANNON GOLDMAN 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 26, 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 issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on November 16, 2022, 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 the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees approve the application of DEBORAH L. McKEAND & SHANNON GOLDMAN to remove and replace (in-place, with pergola above and new steps), 172sq.ft. previously roofed-over waterside deck attached to existing 1,045sq.ft. one-story dwelling (to remain with interior renovations; remove exiting 210sq.ft. slate patio and 120sq.ft. attached deck and stairs; install an A/C pad on west side of dwelling; install a 4'x8' outdoor shower enclosure (over pervious gravel bed, piped to proposed drainage system); install 1,000 gallon underground LP tank; construct 20'x22' one-story accessory detached garage; remove existing asphalt driveway and install new pervious gravel driveway (with associated fill/re- grading, 2'-4' high landscape retaining walls, and steps); replace existing conventional septic system with new I/A sanitary system (with associated fill and 4' high max. concrete retaining wall; place approximately 480 cubic yards of clean fill to achieve proposed grades associated with proposed driveway and sanitary system; install stormwater drainage system; and to establish and perpetually maintain a 5' to 10' wide, approximately 1,035sq.ft. non-turf buffer along the top of bluff and bank; with the condition of a letter of approval from Town Engineer regarding driveway drainage; and a one to one tree replacement; that the Mexican feather grass as shown on planting plan be substituted with a native species of choice; and as depicted on the planting plan prepared by McKeand/Goldman, received on November 14, 2022; and stamped approved November 16, 2022; and the site plan prepared to S.L. Maresca Associates Consulting Engineers, last dated November 14, 2022; and stamped approved November 16, 2022. 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 my yours, Glenn Goldsmith President, Board of Trustees GG/dd 100 SALT I ARSH LINE N 7'O BEACH LANDSCAPE DESIGN PLAN �!' ._ WILD MEADOW WILD w~ ` #►y MEADOW w EVERGREEN TREES w - WII,D � z' MEADOW b �G BEACH GRASS _Ar MEXICAN FEATHER GRASS i!';GGe 0 w C > y PRIVET(EXISTING) C w w .� WILD b pppp©�p 7: MEADOW PEA GRAVEL(NATURAL 3/8") 1 ppppp 1 � WOODED AREA STEPPING STONES (DRY SET) \, CONCRETE RETAINING WALL \\w w o TIMBER RETAINING WALL —_ b0 TIMBER STAIRS/STEPS/DECKING w w a\\ ��- METAL EDGING (RAW STEEL 1/4") b` WILD b A HOUSE MEADOW i �'i DECK W/PERGOLA :` •::'.• :•:••:•'.'•':r.,:: `• ... apo o A ep P `�� BY w�C OUTDOOR SHOWER BOARD OF 1 RUSTEES TOWN OF SOUTHOLD U AC UNIT DATE wo�bnE&k IG ,2o?.,Z. OE FIREWOOD STORAGE ,- O DETACHED GARAGE WILD OF —t ��=='sy✓1�G f MEADOW © TRASH/RECYCLING STORAGE MEADOW ^� NOTE , E C E ' S E EXISTING TREES NOT DEPICTED ON THIS PLAN. EVERY EFFORT WILL BE N OV 1 4 20� SALT MARSI,LANE MADE TO SAVE MATURE TREES ON THIS PROPERTY. FOR EVERY MATURE TREE REMOVED, ONE HARDWOOD SAPLING WILL BE PLANTED. Southold Mown 802fd of Trustees McKeand Goldman Residence Renovation WORKTABLE C" EE E I V E DRAINAGE ANALYSIS: 100 SALT MARSH LANE EXISTING LOT COVERAGE NOV 1 6 2022 o O O >- DRAINAGE CALCULATIONS 1 LINEAR FEET REQUIRED GRADE VARIES W W 00 Q Total Lot Area 110,288 SF 11 206 . 74 - Freshwater Wetland Area RAINAGS LINE SouthoIdTownLEACH, Depth of # E4 _ 4972 SF O�'° Board of Tnratees RUNOFF ADJUSTED EVENT Diam Drywel) Total LF MHW "' - - -- -` `�' �� "�� Area Seaward of Coastal Erosion Haz. Bound. C9 56 240 SF _' DRAINAGE AREA AREA(SF) 8 0/42.2 10' 0/68.42 GALLEY Drywells N 51029109 ___ - ,.,� .�. �r .COMPACTED GRANULAR INFIL.L COEFF. SQ FT 2/12 (CF) 32(CF)/FT Used Sections Used (EA) PROVIDED ;. -- Buildable Land 2 - BETWEEN PIPES 49,076 SF 2 °r° (LF) •WATER AND DRAINAGE LINE JOINTS 2 Z DA 1= House Roof 1050 1 1050 175.0 5 3 6 z >10' FROM CROSSING [� +Outdoor Shower 5 showers/day 13.4 1 1 1 81 4 2 8 DESCRIPTION USE HDPE CORRUGATED DRAIN DA 2= Garage Roof 400 1 400 66.7 2 1 3 8' 3 1 3 PIPING Dwelling 1045 SF 2.13% DA 3= Parking-Gravel 870 1 870 145.0 4 3 5 8' 6 1 1 6 -- Waterside Deck DA 4= Garage Parking- �J ( .-... -_ O 172 SF 0.35°% �/�/ATER LINE Gravel 2120 1 2120 353.3 9 6 12 8' 6 2 12 v 1 Landward Raised Deck 120 SF 0.24 /o Southold TOM ZONE VE(EL 16) � N ° WATER LINE/ DRAINAGE LINE CROSSING Board ofTrug§ DA 5 = Driveway-Gravel 430 1 430 71.7 2 2 3 10, 2 1 2 O ^ o -� �� Shed 33.5 SF 0.07 /o Leach SCHEMATIC - NOT TO SCALE [DA 6 Driveway-Gravel 320 1 320 53.3 2 1 2 Galley 1 2 2 O �- 'off _--- Total 1370.5 SF 2.79% �.�P R 0 V F gO�NDP, - 6 0 0°� BOARD OF I R)USTEES _ � LONG ISLAND PRECAST I ,�,.,,. •�" FIRM ZONE _ -- - PROPOSED LOT COVERAGE FROM TOWN O a3d �T9 IOL� O 4" CORRUGATED 4" CORRUGATED POLYETHYLENE ZONE VE EL 14 --- Total Lot Area TREATMENT UNIT CONCRETE TRENCH DRAIN OR ;�.,, �"" ( _�--- -- � 110,288 SF POLYETHYLENE PIPING PIPING TYP. �""" - - -- - Buildable Land DATE Pti Q W U ( EQUAL w/ GREY IRON GRATE - _ � 49,076 SF NOv� 16�2U2a -� W Q MID-LEVEL H-20 TRAFFIC BEARING RATED --- --- -----" OE OF D - - ❑ ° - Q ENDCAPTYPE m l- CROSS-CONNECTION CLEANOUT COVE __---- U DUNE ---' - ' WOOD LEVELING DEVICES ° } m Z LIMIT OF BEACH/T - P ST 10. 1E DESCRIPTION �� _ _ ��= O W BETWEEN GALLEYS (TYP. GRADE 6.7 (TYP.) ' _ __---- 6 ��'� J PLAN VIEW 'I'.c,� - W Dwelling 1045 SF 2,13% `O 100 Salt MarshLn 9 > O 11 > //\\j/\\j/\\j/\\j/\\j/\ \\j/\\j/\\j/\\j/\\j/\�j/\�j/\�j/\\j/\\j/\\j/\�j/\\j/\�j/\\j/\\j/\\j/\�j/\\j/\\j /\\j/\�j/\�j/\�j/\�j/\\j/ /\ \\/ \//\/� ❑ Q� 1'-11° Peconic,NY 11958 w � Reconstructed Waterside Deck with Pergola °° GRADE p Q � _-__- _-__--- ---_- � �� g 172SF 0.35/ �i i//i//i i�//> TOP LEACH GALLEY _ -- POST --- --- $ O ° j\\j/\\ /\\//\ p 0 M O Landward Raised Deck to be Removed 0.24 /° ./\/\ / /\ EL. 57 /\//\% fA F- / �\ Shed ° %\%\\\ CAPACITY: �\//\i ��5$+ SLOPEi \ i\\ \\ 30 GALLONS \ \ I BOT LEACH GALLEY � \ ) 33.5 SF 0.07 /o /\/\ j\/\ j Q Q /1 8/FT.I EL. 4.2' /� % Proposed Garage \//\ 4'°" w Q '_6„ '_ -� � �/ p 9 440 SF 0.90 /o /\\/\\ /\/ (a'�3'-O" MIN. 3 0 MIN. Total 1570.5 SF 3.21% \��\ �\�� o IMPERVIOUS IMPERVIOUSI FROM !\\/\\ / / N I _ - -- TREATMENT UNIT TO DRAINFIEL SOIL SOIL GROUNDWATER EL. 2.2 (TABLE BY MERYL KRAMERARCHITECT) \/ BOX BOTTOM24.0' 777 - - -- INLET LE.24.6' UTLET I.E.24.4' ? BACKFILL MATERIAL TO BE CLEAN WRAP ENTIRE GALLEY W/ �-�f FINISHED GRADE SECTION\SET ON A 12"BED L-� \ OF SAND OR PEA GRAVEL SAND AND GRAVEL (TYP.) 6 OZ. NON-WOVEN GEOTEXTILE FABRIC PLASTIC DISTRIBUTION BOX DETAIL - \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ 6x6P.T.TIMBERTIE //.//,.//.//..//,//,//,//,.//,//,.//.//. POLYLOK 3017-206-6 OR EQUAL 1 LEACHING GALLEY J BACK @ 8'-0" SPACING w/HEAVY DUTY LOCKING COVER TO GRADE v O v ,",-------- --� I \ 2" OFFSET AT EACH SCHEMATIC NO SCALE - \ LAYER- (TYP.) w KEY MAP N N N CD ` - N N N W O ` - d' (0 co f- \` • 1.011 APPLICABLE I/A-OW1TS SYSTEM GENERAL SPECIFICATIONS: - N N Q *ENGINEERS CERTIFICATION IS REQUIRED FOR 0 o o `� 1.THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 ARTICLE VII (SEPTIC 4" LEADER CONNECTION ALL IAOWTS INSTALLATIONS. THE DESIGN "0 ` 6 ` � 6 x 6 P.T. TIMBER 6 x 6 P.T. TIMBER INDUSTRY BUSINESSES)AND ENDORSEMENT J (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGH AT BUILDING ENGINEER MUST BE CONTACTED WHEN THE Q �I RETAINING WALL TIE BACK4' LENGTH CLEANOUT COVE Z 4 � ��., -� -° THE SUFFOLK COUNTY DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY CODE BELOW GRADE BOARD OF HEALTH/ WASTE WATER O _ %563-7 MAINTENANCE HE DE PROVIDERS. ENT OF LABOR, LICENSING AND CONSUMER AFFAIRS MAINTAINS A LIST OF LICENSED I/A OWTS NATURAL GRADE 40 d NAILS @ 12" O.C. GRADE EL. 10.0' MANAGEMENT INSPECTOR IS CONTACTED FOR �. \/\/\/\/\/\/\/\ /\/\ STAGGERED BETWEEN 2.ALL I/A OWTS MUST BE REGISTERED'WITH THE DEPARTMENT IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY INSPECTION. ALL SEPTIC AND LEACHING / / / / / / / / / / �� ' \\\ \\ \\/\\\/\\/\\/\\/\\/\\/\\/ ROWS (TYP.) \ \ \ \ \ \ \ \ \ \ \ \ D PRIOR TH\ \ \ \ \ \ \ \ \ \ \ CODE PRIO O E DEPARTMENT //////////,�/,/,✓////,///,/,/,✓,/,/,/,/,/, /,/,,/,/,/,/,/, /,/,/,/,/,/,/,/,/, /,/,/, ,, ZONE VE(EL 14 _� .off // // // // // // // // // // GRANTING CERTIFICATION OF COMPLETED CONSTRUCTION ON AS BUILT' PLANS. TOP DRY WELL i I FIELD COMPONENTS MUST BE VISIBLE. - �� 3. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER _ �1 EL. 8.5 - 8 -� �_ - �� MUST BE SUBMITTED TO THE DEPARTMENT PRIOR TO THE APPROVAL OF THE I/A OWTS REGISTRATION BY THE DEPARTMENT SLOPE 1 TWO TIES BELOW IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. 1 4"/FT. I * A MAINTENANCE CONTRACT & CONTINUOUS GRADE(TYP.) _Q �ARY / ' MAINTENANCE IS REQUIRED FOR THE PROPER ` \ ZONE � 4.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY AND OPERATION/MAINTENANCE SERVICE -, � CONTRACT. r , n♦ � FUNCTIONING OF ALL I/A TREATMENT TANKS FIR/ 8 - �'•/ W TIMBER R ETA I N I N G WALL 5. INSTALLATION AND USE OF THE I/A OWTS MUST CONFORM TO THE DEPARTMENT'S APPROVED I/A OWTS GUIDANCE O �- BOT DRY WELL IIMPERVIO S IMPERVIOUS `' ' LIMIT OF MODONATE DOCUMENT PREPARED IN ACCORDANCE WITH THE STANDARDS FOR"APPROVAL AND MANAGEMENT OF INNOVATIVE AND EL. 5.0' SOIL SOIL ALL DRAINAGE SRUCTURES MINIMUM 10' FROM WAVE ACTT / 11_ 11 ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEMS."THESE STANDARDS COVER VENTING AS FOLLOWS: �/� 3'-0" MIN. 8' !� DRYWELL 3'-0" MIN. ZONE AE(EL 9) SCALE: 3/4 -1 -0 vJ .- ___ _ BOUNDARY / WHEN AN I/A OWTS REQUIRES A VENT,THE UNIT SHALL BE VENTED TO THE ROOF OF THE RESIDENCE BEING SERVED. VENT I _ I ANY SANITARY COMPONENT AND WATER LINES �` _ -� ■� I PIPES SHALL EXTEND A MINIMUM OF 6"ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM �J z ` THE SYSTEM SE THE RESIDENCE ROOF,THE SLOPED PORTION OF THE ROOF. IN CASES WHERE IT IS NOT PRACTICAL TO VENT ALL CATCH BASINS MINIMUM 10' FROM ANY \`- ✓� `' �_ , 1 HORIZONTAL SEPARATION E 12 TO A VENT PIPE MAY BE PIPED TO THE EXTERIOR SIDE OF THE RESIDENCE AND -` GROUNDWATER EL. 2.2' ,- �, �' I ` RAILING BY OTHERS�I I TERMINATES A MINIMUM OF 18 ABOVE GRADE. THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF T FROM ANY WINDOW W O U) _ I I OR DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE.ALL VENT PIPES MUST HAVE MINIMUM DIAMETER OF 2". SANITARY COMPONENT / 5 FROM WATER LINES M ZONE BOUNDARY �. 14 �2 - -- �. I Iv-1o" MIN. �� _, 6. GARBAGE GRINDERS SHALL NOT BE PERMITTED WHEN AN I/A OWTS IS UTILIZED AS A MEANS OF SEWAGE DISPOSAL. IN BACKFILL MATERIAL TO BE CLEAN WRAP ENTIRE DRAINAGE Oman FINISHED GRADE � � ° SANG AND GRAVEL (TYP.) RING w/ 6 OZ. NON-WOVEN APPROX. 480 cy OF CLEAN SAND FILL TO BE \\ _ �� ` ' '�' o ADDITION, WATER SOFTENERS SHALL NOT DISCHARGE INTO AN I/A OWTS. M CO GEOTEXTILE FABRIC TRUCKED I N FROM APPROVED UPLAND ` �j\\�\�j\�j\�j\�\/\�j ° °a 7.A CONTROL PANEL BOX MUST BE PLACED OUTSIDE NEAR AND WITHIN VIEW OF EACH STRUCTURE THAT IT SERVES. THIS }+ / MUST PROVIDE A WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND VISIBLE ALARMS THAT CAN BE READ �� ` \j/\\\\\/\\\\\/\j/\\j/ ° READILY SEEN AND W SOURCE TO ACHIEVE PROPOSED GRADES ��,�'''-,_ _ � � �-'�-_ i / / o e HEARD BY THE OCCUPANTS OF THE BUILDING SERVED. THE DEPARTMENT RECOMMENDS TELEMETRY DEVICE BE �/� �CK/FILCT° BE CLEA j // INSTALLED TO TRANSMIT IMMEDIATE REMOTE ALARM NOTIFICATION TO THE O&M PROVIDER NAMED IN THE O&M AGREEMENT. Vd O DOWNSPOUT DRY WELL 36 \T�F �F ZONE X� EX S ING 210 sf SLATE \� ANC q I GRAVEL. \� A GFI OUTLET MUST ALSO BE PROVIDED NEAR THE CONTROL PANEL TO PROVIDE POWER FOR MAINTENANCE AND TESTING EXTG. COUNTOUR - I PATI TO BE REMOVED 2 \8 \W ��T ` //�//\//\�/\�/\�/\// EQUIPMENT. USE A DEDICATED 120 VOLT AC, 20 AMP, SINGLE-PHASE CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL FOR C O \� C \/\/\/\/\/\/\/ #5 REBAR @ 12" .C. 1 NOT TO SCALE PROP. COUNTOUR 36 �� \ \�//\�//\� \�/��/\�// o Q° SERVICE TO THE HYDRO ACTION CONTROL CENTER. O \ 00 C \/\/\/\/a3 CLR. TYP. r , AREA SLOPING EQUAL OR GREATER THAN 2Q ,` T� / �� \/\\ \% \% \� CONCRETE BASE WITHIN VIEW THE PRETREATMENT TAN REQUIRED FOR THIS INSTALLATION SHALL BE INSTALLED ON A V M AN 400 SERIES HYRDO ACTION TREATMENT TANK _ _ SI J �� //\//\//\//\/A// / w Co`v \ K ENSURE ADEQUATE VENTILATION,AND PROTECT AGAINST ■ 2-REINFORCED THERMOPLASTIC ACCESS COVERS TO GRADE, ' �,\ SJ-I[� y / ' �/ SUNLIGHT. UNIT MUST BE HARD-WIRED TO A DEDICATED 20 AMP BREAKER IN THE CONTROL PANEL ALL UNDERGROUND 1ST FLR. RISING GREATER THAN 20 . / - \ ��3 \/ WATERPROOF ALL\ #5 REBAR @ 12' O.C. WIRING TO BE INSIDE CONDUIT. BOLTED TO PREVENT UNAUTHORIZED ACCESS. j / \ SURFACES BELOW GRADE' a FFE 34.4' 0 IF COVER WEIGHS LESS THAN 60 LBS.A SECONDARY SAFETY LID OR �, '� F \, \, \, \, \, DEVICE SHALL BE INSTALLED �F \\ \ \ \ \ \ x ■ • HYDRc)ACTION CONTROL PANEL, PROPOSED 1,035 sq - Bq/I/,r( \ \7 /�/�/� / 9. INSTALL I/A OWTS TANKS ACCORDING TO MANUFACTURERS RECOMMENDATIONS. ALL APPLICABLE RECOMMENDATIONS _ ,� IIIII \ \//\//\//\//\//\//\// PROVIDED BY THE MANUFACTURER SHALL BE IMPLEMENTED. THERMOPLASTIC RISER COVERS WEIGHING LESS THAN 60 LBS. VENT W/CARBON FILTER& NON-TURF BUFFER 7DR,0� - �\ ®�� \/\\/\\/\\/\\/\\/\\/ PLC CONTROL HP80 COMPRESSOR �, �, > o4 SHALL HAVE A SECONDARY COVER OR SUPPORT DEVICE INSTALLED BENEATH THEM W/IN ENCLOSURE LOCATED W/IN 2'0 PLASTIC 1 8'f11 12' DEEP LEACHING POOL COASTAL EROSION R 3\ \\ > > VIEW OF SEPTIC TANK DISTRIBUTION BOX w/1 8'0 12' DEEP EXPANSION POOL C Q 28 2Ej'\ 2 2 iL� �� 3? 1 1 S ( __-_ /\�/\�/\�/\�/\�/\�/ GRADE 10. THIS I/A OWTS, HAVING BEEN APPROVED BY SUFFOLK COUNTY FOR PROVISIONAL USE, IS REQUIRED TO BE SAMPLED HAZARD BOUNDARY x� 4 , �2 - ^ 1 3'W // #5 REBAR @ 12 O.C. WITH THE FREQUENCY REQUIRED BY ARTICLE 19 FOR PROVISIONAL 1 OR 2 USE. DURING THIS PERIOD THE MEAN ROLLING BASEMENT GRADE t 28.0' IF GRADE t 28.0' "� A�, �� \ i \j\\j\12" HOOK-30" SPLICE j ° /\\j\\\/\\j\\j AVERAGE OF TOTAL. NITROGEN IN THE(EFFLUENT MUST BE =0R< 19 MG/L. O / Y _ FIFE 28.6' \� � � / // // E 24.T E b4.4' L 1 I TOP DOME EL. 26.2' / Q \ ( 1 \ \ \ \ \ \ \ \ \ 11. DETAILED INSTALLATION, OPERATION,AND MAINTENANCE REQUIREMENTS ARE TO BE FOUND IN ARTICLE 19 STANDARDS r I 3 _ DECK TO BE REMOVED USLY ROOFED-OVER -�/V o X �16' /� __\\ TOP LEACH POOL EXISTING 1 -STORY 3-BR DWELLING w/BASEMENT i / AND REPLACED / ( r, \ 3 CLR ALL \//\//\//\// ° //j//��j�//�/ FOR I/A OWTS SYSTEMS (12.29.17) SECTION 19-107. DETAILED REGISTRATION REQUIREMENTS MAY BE FOUND IN THE SAME LE. 25.2' �IN. "/FT SLOPE ? +5 +� I N w/172 sf DECK(w/PERGOLA ABOVE)AND STEPS �+ I AROUND e'/FT MIN. 1 I EL. 24.T 6/FT IN. I i TO REMAIN w/ INTERIOR RENOVATIONS „ I.E.24.8' SLOPE LEACHING I EXPANSION 14.4' \ \ i J Q , \ \\ \\ \� \\ ° 10 \� \� \� DOCUMENT, SECTIOIN 19-106. CLEANOU I T Y SLOE I I BACKFILL WITH CLEAN TOTAL (3) BEDROOMS T� - _ \ \ \ ry / �/ �/ �j // // / // // �/ LE.24.6' POOL POOL i i N 22.>' \ ^ ^ l GRADE BUILDING LE.24.I i SAND AND GRAVEL BASEMENT: F.F.E. 28.6' GFA 1263.7 S.F. // z �� \� ^ F \ \� Pkop6S'Eb 4'x 8' OUTDOO ' v �/ \\\\\\\\ �10" \ ° 1'-41\ j UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED w/ � / 'rQ' - 21.9' PO SHOWER ENCLOSURE OVER 5 REBA/Ft 12"U.C. td v 3 CLEAN SAND DEFINED AS SP OR SW BY ASTM STANDARDS FOR OUT HE FACE OF THE ' 32 1 STY FRM. p PERVIOUS GRAVEL BED (PIPED 3 A 3 COLLAR AROUND THE LEACHING GALLEY STRUCTURE w/A CLEAN T r \, WELL( '^- TO PROPOSED DRYWELL O // // // /BACKFILL COLLAR I ! I MINIMUM OF 6'STRATUM OF ACCEPTABLE MATERIAL BELOW BUILDING-SEE DETAIL 1 ON S-1 /� '' F�L 3g.0 NG Z yY ) /\/\ (TYP.) 1 \ \i / ' , \\ \ \ 4 ' \ I LEACHING STRUCTURES / ,8,_8, GF28 6 ,� 1 ' \ \II Or\ / O //�//�// a, ° ° Q. ° / ° a. PROPOSED LANDSCAPE RET. WALL C� , M / / o a o ° 0 9 p pgy6 �a i L- ----------------------� I BOT LEACH POOL a 32 - NEW 1000 GAL. // _ \�\\�\\� a a ° \ a a a ALL PIPE TO BE MINIMUM 4"0 EL. 11.T / l 3 DA 1 N UNDERGROUND LPG // `\ //////// /41 / / / °d a a ° ACE OF BUILDING QPESSION \ \\/\\\ \\ \\ \ \ \ a IN.16"X 16"X 4"DEEP SCHEDULE 40/SDR 35 SEWER PIPE T O SP STRATUM EL. 9.5' , , VENT STACK a , a ° COMPACTED EMBEDMENT ----------- ---------------------a SANITARY SYSTEM: I I ( ) BW 28.0 , r( 30 I UNDISTURB�DNGRA TO BE R SOUL /�/�/ \//\ /\//\/ PROPOSED IA-OWTS 4 BEDROOM SYSTEM Jr �� -" - � '" � 1 / / / '#5 REBAR 12"O.C. #5 REBAR @ 1<? O.C. SLATE OR OTHER + 7T \ , , n STOPPER OR END PLUG - \ \ \ \\ �� \ \ \\ \\ \\ \ \� \\ 0 FLOOR SLAB OR STRUCTURE °' / PROPOSED 1,035 sf / CORNER REINFORCEMENT suITABLECOVER HYDROACTION AN400 IA TREATMENT TANK -440 GPD _ / i ( 24" EACH LEG ° IA PROFILE I I w/HEAVY DUTY LOCKING COVERS TO GRADE w/ - I / \ \ IMF 6 I N. 3 Q TW / \\ \ O I NON-TURF BUFFER J VERTICAL SCALE:1, = 1'-0" i i 1 -8'0 12' DEEP LEACHING POOL / $•� "m i LP ) �' I"Q' 5' 4 SANITARY RETAINING WALL / �'- �EXTG. WATER l n ____ __ BOT SP STRATUM EL.2.5' GROUNDWATER EL.2.2' w/ 1 -8 0 12 DEEP EXPANSION POOL / -1�g, 1 SCALE: 3/° - 1'-0" HIGHEST EXPECTED 2$ / MIN. -- 26" , /LINE TO REMAIN \ a - �1 a TYPICAL RETAINING INTERIOR EXTERIOR \//\ \//\//\//\//\//\// �\ �� ' /,' i ' / WALL REINFORCING \ DANIEL L MALONE PROPOSED 4' MAX. HEIGHT POURED LP 2 - RO�OSED 4'W D x 36' LONG _ _ °°�, 30°EIBOW 0°WVE ,,-'r CONCRETE SANITARY RET. WALL 26 i9_ ; ��; / / / 'WOOD STAIRS I WASTE LINE IMPROVED --' I j LONG ISLAND SOUND y 26 - 2 / �`r� ' PUBLIC WATER ��` I - -Q_ ' � � I AVAILABLE /` 1 a°a SEPTIC TANK N 51°29'09" E -206.74 _r I 2"VENT W/CHARCOAL FILTER FROM TANK, CONTROL 24 �� r ' /' / 0D I CONCRETE RETAINING WALL MINIMUM 2'CAST IRON - - - - PANEL W/GFI OUTLET, HYDROACTION HP80 T w 28.0� `Z2 �V i // / ST9/Q l� ' a EXTENSION FROM FOUNDATION Z w ; ; COMPRESSOR TO BE INSTALLED WITHIN AN ___ B(/V�4 -, - - _� X G. 126 sf RAISED s i 4 1' - CORNER REINFORCING DETAIL w I�, I E WITHIN VIEW OF SANITARY SYSTEM. LINE ECK AND STAIRS TO BE ENCLOSURE 22 \ - "_ 11 CLEANOUT AT FACE OF BUILDING - DETAIL1 o N I V ; I I TO BUILDING PANEL w/DEDICATED 120 V AC/20 AMP }T w 4 �� 20 '� E 0'D AND REMOVED \ SCALE: 3/4 -1 -0 BREAKER.ALL LINES BELOW GRADE TO BE IN CONDUIT _---- - _BVV __--- 2( - i TES 0. lb ❑ WOOD O� I / \ C)•/ D DWELLING ELECTRICAL PANEL 20 AMP P sr 10.1'E 1 I i APPROX. LOCATION OF EXTG W 20 Q 1 T HYDROACTION TREATMENT UNIT ]� II �8. / � � � I ELECTRICAL SERVICE woo0 I a� I I I M I 1�' 6' 1-�- B P PbSED 4' MAX. HEIG/T LINE FROM STREET _ Iy,' - RECIRCULATION PUMP \ I I I ABANDONED AS PER DHS _ J DA 3 �� VV y2' � , RFT. WALL E -E -E -E - E -E Posy °° I 0 :71��L_ANQQSCAPE ---- - - \ I I IA O QUICK DISCONNECT 20 AMP -0 MIXER PUMP PROPOSED 4' MAX. HEIGHT �-_ _ _rV6 16 -- 7�, (9, 8� D \ ° I TIMBER LANDSCAPE RET. WALL +- ._ $' 0 8 �'� 9'\� SWITCH O -- --- E� ' ' I .ti 4 W (� PUM - --- TODIFIR OUSSER U 10 AMP 6'0' / "Y 6' ��>10�� += V. � � I [�j 10AMP �IJ' 6 20AMP ----I 1----- -- L1 TONTR I I I � _ _ ----_.- / _ / PROPOSED 3,740 sf PERVIOUS C� PANEL p ` I I I I I - 'ftft�aleloo I / ' ' / Z / /'� y�� CO GRAVEL DRIVEWAY O�5---- --- HIGH WATER FLOAT CD � L G i Cn >- s I I - O.H. WIRES - �- �-- li O z \ I I I 1 16 O O / / APPROXIMATE LOCATION OF RELOCATED - r- I LAND N/F OF I I --- 9 I 1DANIEL L MALON I � - _- � _ U - �---- 12 -- ��-� ;' �I DA 5 TEMPERATURE RATING OF FIELD INSTALLED -I- � U \ I LAND N/F OF I J 2 �I-P-E - -_� __ 7 / P UTILITY POLE AS PER OWNER TO BE CONDUCTORS MUST BE AT LEAST 140 DEG F (60 DEG C) \ IMPROVED _ - 2.2'N .�' �. ,0 ' VERIFIED Q � � � � 8 � IED PRIOR TO CONSTRUCTION GROUND p SHARON LOVE I (� C M I CONNECTED TO I I 1 /� 3 0,W / 2 7�, _ TERMINAL STRIPS AND GROUND LUG N 1 \ IMPROVED I i - - 0 / 00 CONNECTED TO I 1 i PUBLIC WATER LAND N/F OF i / O R S_ / 0 �' / +.2, 0 USE COPPER CONDUCTORS ONLY. DASHED LINES REPRESENT FIELD WIRING M a MARISA CARDINALE '� v LAND N/F OF PUBLIC WATER I W ti� o I I IMPROVED 12 J 1, EXTERNAL COMPONENTS COMPRESSOR AND/OR J \ YVONNE R GALLAGHER I f 1 / / DA 2 �` ( C) • _ Q- CONNECT GROUND LUG IN PANEL TO A c LAND N/F 01 IRREVOCABLE TRUST I ' I I CONNECTED ro I o �; i PUMPS) PROVIDED BY OTHERS AND MUST BE U.L. _0 o _ APPROVED THERMALLY PROTECTED PUMPS LORRAINE ANLY4N \ IMPROVED � � 1 I I _ � , / SECURE EARTH GROUND � i T IRREVOCABLE TF UST \\ d0 I�d, O I (PUBLIC WATER - --`� - - _ 0 N M W 2.6'W I / 10--------- o, J O 2 IMPROVED S ` , 1 EE _ / PROPOSED O SEE WATER-DRAINAGE BRANCH CIRCUIT PROTECTION AND MAIN DISC;ONECT = ~ 66 'oo'.I I I I WIRING DIAGRAM r^ Q�� I , I DRAINAGE-TYP. LINE CROSSING DE IL �� ' PROVIDED BY OTHERS AND MUST BE SIZED ACCORDING ( (n TO PUMP/MOTOR MANUFACTURING SPECIFICATIONS 7.4's 9 -- -_-----__--I _-_ U.P. - �� EXTG. 2,120sfASPHALT , NTS o \ MGN.\ $ DRIVEWAY TO BE REMOVED -�- O' PROPOSED 1 - STOR �� 0 � 0 L w GARAGE- DRY BUILDING � \ o SOUND AVE �lf�]/GRq ----- �� F �L. 125` 440 S.F. P \ P°° . N� I VEL RO ( O \ ` Q,�� I �, AD WA y ^� 03 24"LOCKING POLYETHYLENE \ ` QFL° I O -_ _ __-__ ___ �� _ / v COVER TO GRADE U RECIRCULATION ASSEMBLY 10- \ _�P /J -\ LAND N/F OF I / O - 245 COMPLETEAN400 es \ \\ <� LP / I ROXANNE ZIMME� I \ ` J, .� , 24"LOCKING POLYETHYLENE 6 J PROPOSED PROJECT-LIMITING COVER TO GRADE IMPROVED I I `� g r CONNECTED TO i LAND N�/F OF I I __�__ � \�, FENCE -APPROX.AREA OF \\ TOL I � p�Op � PUBLIC WATER �pATRICIA OSHAN I 4 - - - - DISTURBANCE= 17,550 sf o \ k 220 I I 4/N I IMPROVED I I - --- \ ,.�.- F :CONNECTED TO I 1 ��\ � --__- -- i 1 e•-m, X PUBLIC WATER I LAND N/F OF ` \ ROGER OXEE \ \ 60 9, 011 E ,ram �'^'� 20'1WIDE RIGW OF WAY I IMPROVED 1 " '+'+ \ O 0 I ,i' 1I8E1R 8626 PG. 75 I I I \ � N 3g 3 � �i � � �''� I PUBLIC WATER � ELEV. 17.5 RECIRCULATION ASSEMBLY CONTROL PANEL AND AIR PUMP � 245 COMPLETE AN400 IN POLYETHYLENE ENCLOSURE \ APPROXIMATELY \ - I I AVAILABLE ON PRECAST CONCRETE PAD DR BROWN \ LOCATION OF WELLN. , ,,��- I ; ; c� HYDROACTION TREATMENT TANK AN400- PLAN VIEW / / I LOAM PLC CONTROL / I I LAND N/F OF I __-_ __ ___ j, \\ /�� O L 0.5 NTS EC050-30-L-80-PLC Lk HP80 COMPRESSOR \ / VIEW PEE / N I DR7/ORAVEC R°gDWAY IMARYANN HERRI� I II `,� ///'''�� Gj� BROWN I 1 IMPROVED I I I FASTENER 3/8-16 x 3j"AT HHCS SILTY SAND 9"x 9"x 7"DIRECT BURIAL PUBLIC WATER 1 w/SS NUT&WASHER L PROVIDE POLYLOK 3008- JUNCTION BOX FOCUS DBS-97-JB AVAILABLE I I LAND N/F OF �.� OR APPROVED EQUAL LAND N/F OF I I I S M WEST 24"FLAT COVERS&SAFETY GRATING R AND IF OF N I I I IFAZIO SECURITYI ` 8,0 PROVIDE POLYLOK 3008- // /`Y TRUST \\ 4"PVC PIPE(SDR35 WEST 24"FLAT COVERS&SAFETY GRATING \/ /\/\\1' IMPROVED 1i10N' I I I I O/ �� PALE � IMPROVED ( INSTALL EXISTING \\\ 1 I PUBLIC WATER I O ` �/�/ BROWN WATERTIGHT SEA EDCORE DRILL TANK DF FLEXIBLE GROUND / AIR HOSE AND SELECTRICAL SUPPLY R 1 ; 1 AVAILABLE I O// FINE JOINT APPROVED BY THE TOT TREATMENT UNIT FR 1 MANUFACTURER TYP. r SAND SP F LINE OUTLET DRAWN BY: EO ( LAND N/F OF Sy� T 1 JOHN LEATHER, I gTFR w BROWN 15 o CONTROL PAN�� I+ EL/ gNl� dQ CLAYEY HIGHEST EXPECT. 4"PVC DR35 TEE w/SOLIDS DEFLECTOR DATE: 02/16/22 ( J' Fi�� V O , 4"STRAIGHT TEE(SDR35 COMPRESSOR PUMP O� I SITE PLAN y�,Q ,� c �TF� e0�1' 4 ( SAND SC 15.3 WATER EL 2.2 I 1 V VQ 4"PVC PIPE(SDR35 T/1 MON. \ FB ��TqN Y RY - WATER IN SCALE: AS NOTED 10 S 54033'00" W 1�- SCALE = 1:20 �� 20 r`S s BROWN PRETREATMENT TANK 80.00' `\ ` 27 CLAYEY AN 00 AT w/PLATFORM COMPLETE SHEET 2ND AVE 1 SAND SC LAND N/F OF 20, 01 20, 401 �I Q 19' COUPLING-4"SCH 35 PVC SX KATHLEEN CHAMBERLAIN -- ------ ^� WATER IN 3,,��„ 3"THICK BED OF COMPACTED VACANT I \\ PALE ADHESIVE CARTRIDGE w/ SAND.MAXIMUM TOLERANCE I LAND N/F OF s 14 \ BROWN 1"#10 SELF TAPPING SCREW(PPH ZINC) OF tq / E. ALLEN KRAUS �/ ` FINE 17-1 IMPROVED \ SAND PUBLIC WATER ALL SITE DATA SUPPLIED BY KENNETH M WOYCHUCK SUBJECT TO COVENANTS, EASEMENTS,AGREEMENTS \ \\ Sp 2 7, AVAILABLE LAND SURVEYING, PLLC AND RESTRICTIONS OF RECORD, IF ANY. \ S 54033 '00 " W HYDROACTION TREATMENT TANK AN400- SECTION APPROXIMATELY AQUEBOGUE, NY 11,15.20 FEMA MAP#36103CO161H TEST HOLE NTS STANDARD HYDRAULIC LOAD 440 GIRD VICINITY MAP NAV0 198. DATUM �� /� � LOCATION OF WELL SCTM#1000-068.00-03.00-011.001 WEIGHT OF EMPTY TANK 930 LBS /`, LOT AREA 110,288 SF/ 2.51 ACRES COASTAL EROSION HAZARD AREA MAP SHEET 7 OF 49 80 . 0 NO SCALE ° '-� PHOTO No. 57-559-83 TEST HOLE PERFORMED BY ° °• ANI400 245 NITROGEN REDUCTION SYSTEM DRAWN BY:A.DAVIS SCALE= 1 .60 ��/ / LAND N/F OF McDONALD GEOSCIENCE DATE: 707HA-1 ART# OF 1 SHEETS STACHL ULRIKE K \ / IMPROVED MARCH 8, 2021 y ee 1Com he�rCtlOi1 05/31/1780053 �. November 212022 D _ fEC OV 2 21 Town of Southold Board of Trustees Southold Town Attn:Eric Sepenoski Board of It O—O Dear Eric Thank you,and the other members of the Board,for your time spent reviewing our project. We were heard last Wednesday night November 16ffi and received the Board's approval based on the following conditions: 1) Town of Southold Engineering Dept to review and approve our site plan,specifically regarding the grading,retention and drainage design to ensure that it is appropriate for the property 2) Soften retaining walls with native grasses/plantings 3) Replace 1:1 any mature trees removed with hardwood saplings We followed up with Mike Verity,Chief Building Inspector at the Building Dept,to facilitate your request regarding condition#1.In turn,Mike requested the attached letter from our engineer,SL Maresca,certifying the details of their design per the Chapter 236 code. Please let us know if this letter satisfies condition#1 set forth by the Board or if you require any additional information. 'Sincere thanks. All best, ' Deb McKeand and Shannon Goldman 100 Salt Marsh Lane Peconic NY 11958 917 6919159-Deb 917 848 7402-Shannon S.L. MARESCA & ASSOCIA TES CONSULTING ENGINEERS 188-04 W.MONTAUK HIGHWAY•HAMPTON BAYS,NY 11946•(631)728-9480 steve@slmaresca.com November 21, 2022 Town of Southold Board of Trustees Aft: Michael J;Verity Southold Town Hall-Annex i 54375 Main Rd. Southold, NY 1'1971 Re: McKeand - Goldman Residence 100 Salt Mash Lane Peconic, NY SCTM# 1000-68-3-11.1 Dear Mr. Michael Collins: We are the engineering firm that has prepared the site plan for the above referenced project. Our design for this project is based on the following design criteria: - 1. We have provided for the drainage for the runoff for the main building as well as the garage, outdoor shower and for the pervious driveway. - 2. The drainage was designed for a ten year storm event, 2" rainfall. - 3. The drainage calculations use a Runoff Coefficient of 1.0 for the roof outdoor shower and the pervious gravel driveway. This runoff Coefficient was used in the driveway area to account for the slopes encountered in the design. - 4.The bottom of the drywells are set 2'minimum above the ground water elevation. - 5. The grading retained and regraded areas proposed are the minimum required to install the sanitary system as per the Suffolk County Health Department regulations. We have tried to minimize the amount of disturbance to install the driveway and parking area. This has resulted in a driveway with a maximum slope of 17%. We do not see a way of reducing this slope. This slope is less than the existing driveway. D NOV 21 2022 Southold Town Board of Trustees 6. The regrading was designed with the attempt to minimize excavation, fill, destruction of natural vegetation and to not exceed the existing grade slope. We believe that we have provided the most efficient solution for this property. The plan meets "Town of Southold Code Chapter 236. — Stormwater Management". Please advise if any additional material is needed. We will be glad to meet with you to discuss any portions of this design. Thank you for your time and consideration. Yours tr Stev Zareca, P.E. Poti of NEW y O y �� oAU p h° 05760�3 �20 siot� D EC E 0 V E-D NOV 21 2022 Southold Town Board of Trustees i � A EN-CONSULTANTS November 11, 2022 Glenn Goldsmith, Chairman Board of Trustees Town of Southold P.O. Box 1179 Southold, NY 11971 Re: Deborah McKeand and Shannon Goldsmith 100 Salt Marsh Lane Peconic Dear Mr. Goldsmith: Pursuant to our discussion during the Trustees' field inspection on November 9, 2022, I am submitting herewith three (3) copies of a landscape design site plan, prepared by the owners, which indicates various plantings to be established throughout the property, including those designed to screen the proposed sanitary retaining wall. The plan also indicates that for every mature tree that must unavoidably be removed, one hardwood tree will be planted on the property. Additionally, the owners confirmed they have no intention of removing the very large oak tree we discussed, which they believe is actually located on the neighbor's property. Should you have any questions or require any additional information, please let me know. Respectfully yours, Robert . Herrmann Coastal Management Specialist Enclosures �-1 E C E I 'V E NOV 1 4 2022 Soufhnld TOiv{E Board of Tris?ees 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 1 f 631.283.6136 www.enconsuitants.com environmental consulting 100 SALT MARS11 LANE' N TO Bl,,ACH T WILD LANDSCAPE DESIGN PLAN m�EADorn 117ILD .1/E,4DOli i EVERGREEN TREES k ll'//,/) = llir.1/)01.V BEACH GRASS MEXICAN FEATHER GRASS D CAir ' C7 y PRIVET(EXISTING) r ❑p 0 IVILD + 11EAD01V �( pppppp�ppp d HOODED PEA GRAVEL(NATURAL 3/8") �� ,` ❑ppp p� 1R1;'il 0 - C STEPPING STONES(DRY SET) 1 .•ik CONCRETE RETAINING WALL TIMBER RETAINING WALL o TIMBER STAIRS/STEPS/DECKING �- METAL EDGING(RAW STEEL 1/4") s� IVILD C OA HOUSE _ R9EAD011' � f © DECK W/PERGOLA OUTDOOR SHOWER �• . _ S 1. OD AC UNIT OE FIREWOOD STORAGE O DETACHED GARAGE ll JI,D f AIE.9DO1-1' i� II'II,D GO TRASH/RECYCLING STORAGE A9EAD0II' NOTE D E C E I B E EXISTING TREES NOT DEPICTED ON THIS PLAN. EVERY EFFORT WILL BE N OV 1 4 2022 SALT M`4RSjj L�] MADE TO SAVE MATURE TREES ON NE THIS PROPERTY. FOR EVERY MATURE TREE REMOVED, ONE HARDWOOD SnutlioldTown SAPLING WILL BE PLANTED. Board OIT[usteeS McKeand;'Goldman Residence RaiovaLion WORKTABLE Glenn Goldsmith,President y��" COGy Town Hall Annex A.Nicholas Krupski,Vice President = <R 54375 Route 25 cm Eric Sepenoski o ? P.O.Box 1179 Liz Gillooly ip • Southold,NY 11971 Elizabeth Peeples � Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: En-Consultants on behalf of DEBORAH L. McKEAND & SHANNON GOLDMAN for a Wetland Permit to remove and replace (in-place, with pergola above and new steps), 172sq.ft. previously roofed-over waterside deck attached to existing 1,045sq.ft. one-, story dwelling (to remain with interior renovations; remove exiting 210sq.ft. slate patio and 120sq.ft. attached deck and stairs; install an A/C pad on west side of dwelling; , install a 4'x8' outdoor shower enclosure (over pervious gravel bed, piped to proposed drainage system); install 1,000 gallon underground LP tank; construct 20'x22' one-story accessory detached garage; remove existing asphalt driveway and install new pervious gravel driveway (with associated fill/re-grading, 2'-4' high landscape retaining walls, and steps); replace existing conventional septic system with new I/A sanitary system (with associated fill and 4' high max. concrete retaining wall; place approximately 480 cubic ,yards of clean fill to achieve proposed grades associated with proposed driveway and sanitary system; install stormwater drainage system; and to establish and perpetually maintain a 5' to 10' wide, approximately 1,035sq.ft. non-turf buffer along the top of bluff and bank. Located: 100 Salt March Lane, Peconic. SCTM# 1000-68-3-11.1 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 DRAINAGE ANALYSIS: 100 SALT MARSH LANE EXISTING LOT COVERAGE GRADE VARIES W W m DRAINAGE CALCULATIONS 206 . 74 LINEAR FEET REQUIRED Total Lot Area 110 288 SF �RAINAGE LINE Freshwater Wetland Area 4972 SF W O , 11 E _I_ Depth of Q 0 A _ -- RUNOFF ADJUSTED EVENT LEACH. Diam Drywell # Total LF MHW -`` �' ____ �.. .�■� Area Seaward of Coastal Erosion Haz. Bound. 56,240 SF v' COMPACTED GRANULAR INFILLll DRAINAGE AREA AREA(SF) 8' QS/42.2 10' S6/68.42 GALLEY Drywells N 51 COEFF. SQ FT 2/12 (CF) Used Sections PROVIDED .... -�, _.-,,,,. ____ _______-_-- Buildable Land 49,076 SF = �, 32(CF)/FT LF Used (EA) � BETWEEN PIPES g Dr°•WATER AND DRAINAGE LINE JOINTS W CV o DA 1= House Roof 1050 1 1050 175.0 5 3 6 8' 4 2 8 -- con z z >10' FROM CROSSING +Outdoor Shower 5 showers/day 13.4 1 1 1 � DESCRIPTION •USE HDPE CORRUGATED DRAIN DA 2=Garage Roof 400 1 400 66.7 2 1 3 8' 3 1 3 ■+0"' Dwelling PIPING u' - 870 145.0 4 3 5 8' 6 1 6 � � 1045 SF 2.13% OJ.� DA 3 = Parking-Gravel 870 1 Waterside Deck r ^ 172 SF 0.35% DA 4= Garage Parking- �,..°� v I �0 �� Landward Raised Deck 120 SF 0.24% WATER LINE Gravel 1620 1 1620 270.0 7 4 9 8' 6 2 12 O ZONE VE(EL 16) /� N DA 5 = Driveway-Gravel 500 1 500 83.3 2 2 3 10' 2 1 2 O ^ , _� � Shed 0.07% WATER LINE/ DRAINAGE LINE CROSSING ' V 33.5SF - Leach Total 1370.5 SF 2.79% SCHEMATIC - NOT TO SCALE DA 6= Driveway-Gravel 380 1 380 63.3 2 1 2 Galley 1 2 2 • �I -■ - Iv DpRY --' o�\� 5� > O W1111111101110 ool ^^ ZONE BOUN - _ 6 O PROPOSED LOT COVERAGE FROM 0 LONG ISLAND PRECAST �" F�R "' _-- TREATMENT UNIT 4" CORRUGATED 4" CORRUGATED POLYETHYLENE � ZONE VE(EL 14) ___ __-- -- Total Lot Area CONCRETE TRENCH DRAIN OR �,.. ..•� _ 110,288 SF w POLYETHYLENE PIPING PIPING (TYP. N GRATE - ' - _ , " Buildable Land 49,076 SF ��^aPJe W Q EQUAL w/ GREY IRO ---- I ENDCAPTYPE m 100 Z MID-LEVEL H-20 TRAFFIC BEARING RATED I _--___--- DUNF WOOD _ CLEANOUT COVE _ p E/�(J I i/TOE O F LEVELING DEVICES Op O FLU 0 CROSS CONNECTION _---------- OF E3 _____-- '- P ST 10. 1 'E DESCRIPTION PLAN VIEW .c, - - - 6 _ LIMIT BETWEEN GALLEYS (TYP.) GRADE 6.7 I- � � `��0 100 Salt Marsh Ln, � _- O J � Dwelling 1045 SF 2.13% ' " 'Peconic,NY 11958 , , � J � Reconstructed Waterside Deck with Pergola 172 SF 0.35% GRADE28.0' TOP LEACH GALLEY a m POST \ \ $ \ \ O Landward Raised Deck to be Removed (-120 SF) -0.24% i\\\//�\\ /�\�/�\� / \\ 4'-0" U) Shed 33.5 SF / / CAPACITY: SLOPEI BOT LEACH GALLEY p g o Pro osed Garage 440 SF U. /° �\�\ 30 GALLONS MAX 118 IFT. EL. 4.2' / / / / MIN. -6°_ 3'-0" MIN Total 1570.5 SF 3.21% \\��\\ >\/,' Q �-^`- FROM �\\ \\ // //< (IMPERVIOUS IMPERVIOUS i --- TREATMENT UNIT TO DRAINFIEL I SOIL N SOIL GROUNDWATER EL. 2.2 (TABLE BY MERYL KRAMER ARCHITECT) �\/ BOX BOTTOM240' \\ INLET I.E.24.6' \ UTLET I.E.24.4' Q ,ti BACKFILL MATERIAL TO BE CLEAN WRAP ENTIRE GALLEY W/ ��f SET ONA12"BED L+ FINISHED GRADE SECTION OF SAND OR PEA GRAVEL SAND AND GRAVEL (TYP.) 6 OZ. NON-WOVEN GEOTEXTILE FABRIC �� I p7- VICINITYPLASTIC DISTRIBUTION BOX DETAIL 6 x6 P.TTIMBER TIE V BACK 8'-0" SPACING POLYLOK3017-206-6 oR EQUAL 1 ' LEACHING GALLEY @U I -- w/HEAVY DUTY LOCKING COVER TO GRADE 1n SCHEMATIC NO SCALE 0 00 2LAYEROFFSE(TYP�T AT ACHwN KEY MAPb �I WCD ` t\ 1 - (0 M I-- F-Orr APPLICABLE I/A-OWTS SYSTEM GENERAL SPECIFICATIONS: � L6*ENGINEERS CERTIFICATION IS REQUIRED FOR �j- 1. THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 ARTICLE VII (SEPTICo 0` _ 6 x 6 P.T.TIMBER4" LEADER CONNECTION ALL IAOWTS INSTALLATIONS. THE DESIGN 6 x 6 P.T. TIMBER INDUSTRY BUSINESSES)AND ENDORSEMENT J (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGH f- 6 - � TIE BACK 4' LENGTHAT BUILDING ENGINEER MUST BE CONTACTED WHEN THE � RETAINING WALL THE SUFFOLK COUNTY DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY CODE CLEANOUT COVE Z I \ ¶563-79(II)(J). THE DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS MAINTAINS A LIST OF LICENSED I/A OWTS BELOW GRADE BOARD OF HEALTH/ WASTE WATER \ - NATURAL GRADE 40 d NAILS @ 12" O.C. MAINTENANCE PROVIDERS. MANAGEMENT INSPECTOR IS CONTACTED FOR .�• _ STAGGERED BETWEENGRADE EL. 10.0' \ \ \ \ \ \ \ \ \ \ \ 2. ALL I!A OWTS MIDST BE REGISTERED WITH THE DEPARTMENT IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY ROWS (TYP.) CODE PRIOR TO THE DEPARTMENT GRANTING CERTIFICATION OF COMPLETED CONSTRUCTION ON "AS BUILT" PLANS. \`'< \ \` \ ' / INSPECTION. ALL SEPTIC AND LEACHINGii ii%�i�i�i�i�i�.�i,�i�,�i.�i�i%�i.�i��i ii li.�.�i.�i%�i%�i�.�i��i./% /.//✓�✓�././,/././ /,/:/ / ZONE VE(EL 14) _l �� \\//\\//\\//\\//\\//\\//\\//\\//\\//\\// LU TOP DRY WELL FIELD COMPONENTS MUST BE VISIBLE. �� 3.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER MUST BE SUBMITTED TO THE DEPARTMENT PRIOR TO THE APPROVAL OF THE I/A OWTS REGISTRATION BY THE DEPARTMENTEL. 8.5' OPE I 8 �!� TWO TIES BELOW IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. ,,,�r I ANCE CONTRACT & CONTINUOUS RY /� GRADE (TYP.)1/4 /FT. A MAINTEN E BOUNDA �� 4.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY AND OPERATION/MAINTENANCE SERVICEI MAINTENANCE IS REQUIRED FOR THE PROPER < ZON /� '� - - - CONTRACT. UFUNCTIONING OF ALL I/A TREATMENT TANKS s TIMBER RETAINING WALL 0,/ ODERATE 5. INSTALLATION AND USE OF THE I/A OWTS MUST CONFORM TO THE DEPARTMENT'S APPROVED I/A OWTS GUIDANCEBOT DRY WELL iIMPERVl0 S IMPERVIOUS LIMN OF M DOCUMENT PREPARED IN ACCORDANCE WITH THE STANDARDS FOR"APPROVAL AND MANAGEMENT OF INNOVATIVE ANDSOIL SOIL I -- V'l ACTION SCALE: 3/4"=V-0" ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEMS."THESE STANDARDS COVER VENTING AS FOLLOWS: >'EL. 5.0' ALL DRAINAGE SRUCTURES MINIMUM 10 FROM - ZONE AE(EL 9) "3'-0" MIN. 8' Ql DRYWELL 3'-0" MIN. _________ ___ _ ______ ____ BOUNDARY / WHEN AN I/A OWTS REQUIRES AVENT, THE UNIT SHALL BE VENTED TO THE ROOF OF THE RESIDENCE BEING SERVED. VENT ,, AANY SANITARY COMPONENT AND WATER LINES - _- -_ -0 �"'■•• �� PIPES SHALL EXTEND A MINIMUM OF 6"ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM v, Aj_\ HORIZONTAL SEPARATION OF 12"TO THE SLOPED PORTION OF THE ROOF. IN CASES WHERE IT IS NOT PRACTICAL TO VENT oz I - 10--- - ----- - ---- - THE SYSTEM TO THE RESIDENCE ROOF,A VENT PIPE MAY BE PIPED TO THE EXTERIOR SIDE OF THE RESIDENCE AND N ALL CATCH BASINS MINIMUM 10' FROM ANY \ - - \ �, _ , RAILING BY OTHERS ►( I TERMINATES A MINIMUM OF 18"ABOVE GRADE. THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF 3' FROM ANY WINDOW O V) GROUNDWATEREL. 2.2' -- - __- I I OR DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE.ALL VENT PIPES MUST HAVE MINIMUM DIAMETER OF 2". SANITARY COMPONENT / 5' FROM WATER LINES ._ �„ �' ;�RMZONE BOUNDARY ,• 14 12 - - ``� -I-a- -10" MIN. 6. GARBAGE GRINDERS SHALL NOT BE PERMITTED WHEN AN I/A OWTS IS UTILIZED AS A MEANS OF SEWAGE DISPOSAL. IN C ,BACKFILL MATERIAL TO BE CLEAN WRAP ENTIRE DRAINAGE \ ►■ "�� ■ �. FINISHED GRADE 4o ° ADDITION, WATER SOFTENERS SHALL NOT DISCHARGE INTO AN I/A OWTS. v SAND AND GRAVEL (TYP.) RING w/ 6 OZ. NON-WOVEN APPROX. 480 cy OF CLEAN SAND FILL TO BE UJ '� \ \/\/\/\/ / / U) :�,BRIO ROM APPROVED UPLAND - /\/\�/\�/\�/\�/\�/ ° ° 7.A CONTROL PANEL BOX MUST BE PLACED OUTSIDE NEAR AND WITHIN VIEW OF EACH STRUCTURE THAT IT SERVES. THIS3: GEOTEXTILE FA TRUCKED IN F � ` \\//\\//\/\/\/\/\/ MUST PROVIDE A WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND VISIBLE ALARMS THAT CAN BE READILY SEEN AND Ujn SOURCE TO ACHIEVE PROPOSED GRADES - HEARD BY THE OCCUPANTS OF THE BUILDING SERVED. THE DEPARTMENT RECOMMENDS A TELEMETRY DEVICE BE r/� mIt O _ /��,�K L � It CLEA►/�\// INSTALLED TO TRANSMIT IMMEDIATE REMOTE ALARM NOTIFICATION TO THE O&M PROVIDER NAMED IN THE O&M AGREEMENT. � CnDOWNSPOUT DRY WELL 36 ,_= _ F 4F ZONE X EX S ING 210 sf SLATE 2 8�W ` \�'gAN�qN GRAVES \ A GFI OUTLET MUST ALSO BE PROVIDED NEAR THE CONTROL PANEL TO PROVIDE POWER FOR MAINTENANCE AND TESTING C, O CL EXTG. COUNTOUR - - ,`_6(�jFPAT(Q TD BE REMOVED \ F� //\//\�/\//\�/ / / EQUIPMENT. USE A DEDICATED 120 VOLT AC, 20 AMP, SINGLE-PHASE CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL FOR/\/\/\/\/\/ #5 REBAR @ 12" C. SERVICE TO THE HYDRO ACTION CONTROL CENTER. NOT TO SCALE36 \�,; _ \�`= C� \/ \\/ i o PROP. COUNTOUR �o �Vc \//\/\/\/" CLR. TYP. a . 8. THE PLC CONTROL PANEL WITH COMPRESSOR PUMP REQUIRED FOR THIS INSTALLATION SHALL BE INSTALLED ON A00 AREA SLOPING EQUAL OR GREATER THA1-2-0 OC �''q /\/\/\/\� \� \� CONCRETE BASE WITHIN VIEW OF THE= PRETREATMENT TANK. ENSURE ADEQUATE VENTILATION,AND PROTECT AGAINST ■ AN 400 SERIES HYRDO ACTION TREATMENT TANK - � \� q� ' \` `� \/�`/�`/ `/ `/ `/ \// SUNLIGHT. UNIT MUST BE HARD-W►RED TO A DEDICATED 20 AMP BREAKER IN THE CONTROL PANEL ALL UNDERGROUND1ST FLR. 2-REINFORCED THERMOPLASTIC ACCESS COVERS TO GRADE, RISING GREATER THAN 20 . ' SHAD 'y / \ WATERPROOF ALL\ #5 REBAR @ 12" O.C.BOLTED TO PREVENT UNAUTHORIZED ACCESS. ` \ _FFE 34.4' �, _, ,\ _, � \ \,, ,, '�C .TQ � / � � � � � SURFACES BELOW GRADE' aWIRING TO BE INSIDE CONDUIT. IF COVER WEIGHS LESS THAN 80 LBS.A SECONDARY SAFETY LID OR F OF / \ \ \\' \\' \\' \\' \DEVICE SHALL BE INSTALLED _ ._ N� n \ \//\//\/\/\/ ° 9. INSTALL I/A OWTS TANKS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. ALL APPLICABLE RECOMMENDATIONSPROPOSED 1,035 sq - _ _HYDRO ACTION CONTROL PANEL, _ \` It z \/\/\/\/ PROVIDED BY THE MANUFACTURER SHALL BE IMPLEMENTED. THERMOPLASTIC RISER COVERS WEIGHING LESS THAN 60 LBS. VENT W/CARBON FILTER& NON-TURF BUFFER � TOR,OF�L �, �� '�!� ' �B \ /\/\/\/\/\/\/ °° SHALL HAVE A SECONDARY COVER OR SUPPORT DEVICE INSTALLED BENEATH THEM PLC CONTROL HP80 COMPRESSOR `� �, J ` / / / / / / / o W/IN ENCLOSURE LOCATED W/IN 2'0 PLASTIC 1 -8'a 12' DEEP LEACHING POOPLOOL COASTAL EROSION Sty`� �3� �' Q� Z' 1 O'S ( �_-_ - \\\\\\\\i\\\i\\\i\ i\\\/ a GRADE 10. THIS I/A OWTS, HAVING BEEN APPROVED BY SUFFOLK COUNTY FOR PROVISIONAL USE, IS REQUIRED TO BE SAMPLED VIEW OF SEPTIC TANK DISTRIBUTION BOX w/1 8'S7�12' DEEP EXPANSION %A 28 26 24 2 �� - �� ( / / #5 REBAR @ 12 O.C. °HAZARD BOUND Y� x �' ? \ 1 3 W f \\ \\�12" HOOK- 30" SPLICE °a \ \\\\ \\\ AVERAGE OF TOTAL NIROGEtN IN THE EFFLUENT MSPBE=OSR N9LMG/R 2 USE. DURING THIS PERIOD THE MEAN ROLLING BASEMENT - hGRADE t 28.0' 4 4 RADE t 28.0' EXISTIN� 172 sf PREVIOUSLY ROOFED-OVER' / / � /FFE 28.6' E 24.T E ___________[_____1__, I TOP DOME EL. 26.2' � j `� \ \ \ \ o \ \ \\ ALLATION, OPERATION,AND MAINTENANCE REQUIREMENTS ARE TO BE FOUND IN ARTICLE 19 STANDARDS = DECK TO BE REMOVED AND REPLACED ) 3 CLR ALL /\/\/\+1s' +5 ±� ___\ TOP LEACH POOL EXISTING 1 - STORY 3-BR DWELLING w/BASEMENT i i 3 y- / � ' \/ / / / / / FOR A OWTSISYSTEMS (12.29.17) SECTION 19-107. DETAILED REGISTRATION REQUIREMENTS MAY BE FOUND IN THE SAME LE. 25.2' w. vFT sLOPE EL. 24.T w/ 172 sf DECK(w/ PERGOLA ABOVE)AND STEPS AROUND \/VA/VA/VA/ ° �/VA/A/VA DOCUMENT, SECTION 19-106. C ��'/FT MIN. "/FT w. I TO REMAIN w/ INTERIOR RENOVATIONS \ \ O / / / N L. q ,f ,.CLEANOUT T LE.24.8' SLOPE SLOE LEPOO NG EX OOLON BACKFILL WITH CLIEAN TOTAL(3) BEDROOMS '/ / i14.4 ^ \ \ \ \ � ' , � ' \ \ \ rr ' ° r rBADE AT FACE I.E.24.6 LE.24.K-' SAND AND GRAVEL FIRST FLR.: F.F.E. 38.4' GFA 1263.7 S.F. / 8� a° PF;OP�SED 4'x 8'OUTDOOR ' v / \ \ \ �10 1 -4 OF BUILDING I BASEMENT: F.F.E. 28.6' GFA 1263.7 S.F. �-Q, ^ F \ \ ^� //\// // '/ `/� \// o° / 5 RE(21.9, PO SHOWER ENCLOSURE OVER - / ` 1 \ \ \ \ \ \ \UNSUITABLE SOILS SHALL BE REMOVED AND REPLACED w/ / V \ / / / / /CLEAN SAND DEFINED AS SP OR SW BY ASTM STANDARDS FOR �// 32 1 SrY FR ERVIOUS GRAVEL BED (PIPED3� A 3'COLLAR AROUND THE LEACHING GALLEY STRUCTURE w/A CLEAN OUT AT THE BUIILDNG SEE DEAIILE OF 1 ON S-E1 , FM38 o ELL/NG Zw TO PROPOSED DRYWELL) // // / n ° °; ° . ° °BACKFILL COLLAR I I ( \MINIMUM OF 6'STRATUM OF ACCEPTABLE MATERIAL BELOW(TYP.) I / 18, h GF 286 \ / ° °LEACHING STRUCTURES 8 M ! I / / / // a °. O o gp 0515PROPOSED LANDSCAPE RET. WALL U , - 32 NEW 1000 GAL. / \\/\\/\\ °�° ° ° ° ° ° 4 °4 a ACE OF BUILDINGBOT LEACH POOL - ' °ALL PIPE TO BE MINIMUM 4"f7J I LPG / // // // ° w.1s^x 1s^x 4^DEEPESSIEL. 11.T ' W - 36,3' DA1 C, UNDERGROUND / \ \\ \\ \\ \\ \\ \ \ \ \ \\ ° VENT STACK °' COMPACTED EMBEDMENT SCHEDULE 40/SDR 35 SEWER PIPE ____________a T.O. SP STRATUM EL. 9.5' SANITARY SYSTEM: �' ' BW 28,0 __ 30 /� / 1 \FOO`f�NG'TO B�SI=f� \�\ \//\/�\/�\ TOPPER OR END PLUG / 5E l #5 REBAR @ 12" O.C.PROPOSED IA-OWTS (4 BEDROOM SYSTEM): + �' r �� - /' l fi /� UNDISTURB D GRA U R SOIL /\/\/\ R BAF�(� 1 2 O.C. FLOOR SLAB OR STRUCTURE SLATE OR OTHER pS PROPOSED 1,035 sf / \ \ \ \ \ \ \ \ CORNER REINFORCEMENT suIrABLEcovER IA PROFILE HYDROACTION AN400 IA TREATMENT TANK -440 GPD I 24" EACH LEG °6' IN. w/HEAVY DUTY LOCKING COVERS TO GRADE w/ 30 ' / - `\ 1- / NON-TURF BUFFER_ i0 / 4 SANITARY RETAINING WALL1 - 8 Q1 12' DEEP LEACHING POOL i i c4' f I / / /EP INTERIOR w/ 1 -8 0 12 DEEP EXPANSION POOL i / , g, [ TYPICAL RETAININGVERTICAL SCALE:g"= V-0" I P m 10, BOT SP STRATUM EL.2.5' GROUNDWATER EL.2.2' ` - -I' � / / SCALE: 3/4rr = 1'-0 � a HIGHEST EXPECTED 2o WALL REINFORCINGPROPOSED 4' MAX. HEIGHT POURED __ EXTG. WATER 7 ELBOW 0 WYE a WASTE LINE °°°� , .,� \ LP = / LINE TO REMAIN DANIEL L MALONE CONCRETE SANITARY RET. WALL 26 IMPROVED / /- \ " / _ _ 4 �� °LONG ISLAND SOUND PUBLIC WATER /'" I - `-- --� .___ �/ as' AVAILABLE / I - - / I I SEPTIC TANKN 51°29'09" E 206.74 -r 2"VENT W/CHARCOAL FILTER FROM TANK, CONTROL 2� �� ' / / S CONCRETE RETAINIING WALLMINIMUM 2'CAST IRON EXTENSION FROM FOUNDATION PANEL W/GFI OUTLET, HYDROACTION HP80Tw28.O f 22 �/ / / / C7 CORNER REINFORCING DETAIL COMPRESSOR TO BE INSTALLED WITHIN AN -- _ - - X G. 126sf RAISE °I ENCLOSURE WITHIN VIEW OF SANITARY SYSTEM. LINE - - ECKAND STAIRS TO BE \ I SCALE: 3/4"=1'-0" CLEANOUT AT FACE OF BUILDING - DETAIL( NI TO BUILDING PANEL w/DEDICATED 120 V AC/20 AMP 22 +T� 4.Q' 2 /E O'D Q MOVED AND RE- - TES BVI,cO� --- BREAKER.ALL LINES BELOW GRADE TO BE IN CONDUIT � I � Q' \2 D 20 AMP HYDROACTION TREATMENT UNIT pP°`'" ° °00o.1'E APPROX. LOCATION OF EXTG �� ' / �' < ELECTRICAL SERVICE DWELLING ELECTRIc;AL PANEL __ ll scb fro,FN�TpE I I __ _ � �•20 � •0'I � r LIN O E _-_ __ _ ECIRCULATION PUMP WOOD ISANITARY SYSTEM TO BE / M - ' TIM ER LAN CAP mE E FR M STR ET Rurwrr ov BED _ , HEIG 20 AMP RP1POST I ABANDONED AS PER SCDHS / / . ERE; . WALL _ MIXER PUMP -E E --E DA 3 � �� _ QUICKSWITO�NNECT ---- - AIR HOSEVJ 20 AMPPROPOSED 4' MAX. HEIGHT - W 1 T �2 �1 16 9: J -�`` + s ` `>� W.M ,DAMPAIR PUMTO DIFUSSER ,TIMBER LANDSCAPE RET.WALL // , y , 10AMP 28'_�,r f DA 4 / -< I I To\ n (1) 20 AMPCONTRO'v / }� ^ / /' J -v' PANEL --- --- -1 )HIGH WATER FLOAT�l I Ir - - --- 4 �/\ ' i I $ - -0_ --e�---- *'u"' = I , ,Lam'' _ tTi �'� ��/,' - PRO OSED 3,2 3 sf PERVIOUSIIV U GRA EL DRIVE AY Q)� - 0 H. WIRES , -/ DA5 �_ � U z n TEMPERATURE RATING OF FIELD INSTALLED LAND N/F OF I , 6 i"6 --- ( --- - - 1Z / , `/ ' D CONDUCTORS MUST BEAT LEAST 140 DEG F(60 DEG C) GROUND OLAND N/F OF I DANIEL L MALON ' / J - I� - - / i O L G � U A IMPROVEDSHARON LOVEI 14 -' �� 2.2,N �� / /� 20' TERMINAL STRIPS AND GROUND LUG ooII CONNECTED TO i 3.0W �. V 1' L G USE COPPER CONDUCTORS ONLY.IMPROVED I I / � Q� / ry. I / � �CONNECTED TO I PUBLIC WATER I LAND N/F OF IJ/ QO5 `� ._ ry iQ / C DASHED LINES REPRESENT FIELD WIRING � r2 0MARISA CARDINALE ARE / EXTERNAL COMPONENTS COMPRESSOR AND/OR o/ �$ i PUMPS) PROVIDED BY OTHERS AND MUST BE U.L. CONNECT GROUND LUG IN PANEL TO A NLAND N/F OF PUBLIC WATER 12 - VV - ' '� 7YVONNE R GALLAGHER 0. I I IMPROVED / OLAND N/F OF IRREVOCABLE TRUST I I I CONNECTED TO I - ry �2' SECUR CU E EARTH GROUNDL�'- i ?� ry "-{ APPROVED THERMALLII'PROTECTED PUMPS-- -- 10------LORRAINE ANLYAN IMPROVED i I PUBLIC WATER " �' pq 2IRREV CABLE D UST �� 28,w �00,_?0 I I ® / ' ` O EE WATER-D INAGE BRANCH CIRCUIT PROTECTION AND MAIN DISCONECT WIRING DIAGRAM 6 O I I PROPOSED DRAINAGE-TYP. '� PROVIDED BY OTHERS AND MUST BE SIZED ACCORDING6.3 �' ' , r LIN CROSSING DE IL/ TO PUMPIMOTOR MANUFACTURING SPECIFICATIONS NTS p 7.4S _ EXTG. 2,120 sf ASPHALT__-__-_____-___ U'P. $ DRIVEWAY TO BE REMOVED �' , PROPOSED 1 -STOR � O GARAGE- DRY BUILDING��RT F L. 12.5 GF 440 S.F.o SOUIND AVE /GRA V '� co P pe �r E� RO oWAY O 24"LOCKING POLYETHYLENE OICOVER TO GRADE woo RECIRCULATION ASSEMBLY245 AN40EP ( LAND N/F OF I _--__ - ;9 ; 24"LOCKING POLYETHYLENE LP I IROXANNE ZIMME COVER TO GRADE 6 PROPOSED PROJECT-LIMITINGIMPROVED \ FENCE -APPROX.AREA OFCONNECTED TO: ' ' �LAND N/F OF 4 ------ -- - DISTURBANCE= 17,550 sf TESII PUBLIC WATER \\Op � �ATRICIA OSHANI �,//VI IMPROVED+ I :CONNECTED TO' LAND N/F OF CONTROL PANEL AND AIR PUMP -{PUBLIC WATER IN POLYETHYLENE ENCLOSURE 61IIROGER OXEE \ ;'' 0 r1 � I ,r" ,,�-- 20'WIDE RIGHT of WAY IMPROVED ' �'� 2 5CCOMPLETo AN400 MBLY0. 0 uBEk 8628 PG. 75 I I ON PRECAST CONCRETE PAD 39 0 / I ELEV. 17.5 N3g ' / i "�" PUBLIC WATERAPPROXIMATELY � AVAILABLE DR BROWNHYDROACTION TREATMENT TANK AN400- PLAN VIEW PLC N• OL v ECO50-30-L-80-PLCHPBO COOMPRESSOR NTROL LOCATION OF WELL -' 9� ,��- I I LOAM NTS0.5ILAND N/F OF ---- -_- _-- BROWN w/SS NUT&WASHER J x C x 7"DIRECT BURIAL°IRrIMARYANN HERRI K ^� JUNCTION BOX FOCUS DBS-97-JBROgpWq'" IMPROVED , , , o SILTY SAND �'POE /cRgt� FASTENER 3/8-16 x 3 'AT HHCSPUBLIC W TER I I 0 PROVIDE POLYLOK 3008- OR APPROVED EQUALLAND N/F OF S M , WEST 24"FLAT COVERS&SAFETY GRATING LAND N/F OF I I IFAZIO SECURITY' v 8.O PROVIDE PLAT OK 3008-I I I ` � 4"PVC PIPE(SDR35 WEST 24"FLAT COVERS&SAFETY GRATING 2RONALD ROTHMAN I TRUST ® PALEIMPROVED MON. \\\ EXISTING \\\IIMPROVED I OBROWN GROUNDCORE DRILL TANK AND INSTALL / AIR HOSE AND WATERTIGHT SEALED FLEXIBLE ELECTRICAL SUPPLY I PUBLIC WATER I OFINE JOINT APPROVED BY THE TO TREATMENT UNIT ° ' 1 AVAILABLE ' /� ` \\ SANDMANUFACTURER TYP. SN/gT SP aw OUTLET BY: EO F BROWN 15 a CONTROL PANEL/ LAND N/F OF� I JOHN LEATHER I i R4 rO0 I VACANT I I� ? �^ L I � T4N - QQ CLAYEY HIGHEST EXPECT. 4"PVC DR35TEEw/SOLIDSDEFLECTOR COMPRESSOR PUMP DATE: 02/16/22 �ti�a /y� � ,\ ,S, �cO gTF� Bpi (1� SAND SC 15.3 WATER EL 2.2 4"STRAIGHT TEE(SDR35 y _ _ _ SITE PLAN �'Q� FEB �6��TgNT ��Ry .� - WATER IN4°PVC PIPE(SDR35 SCALE: AS NOTED 016S 54°33'00" W �' ` SCALE - 1 .20 �c�' 202 S BROWN PRETREATMENT TANK AN 00AT w/PLATFORMCOMPLETE SHEET 0 CLAYEY 2ND AVESANDSC 19'LAND N/F OF 1 r r ' COUPLING-4"SCH 35 PVC SX20 O 2O 4O � ` \�� 3"THICK BED OF COMPACTED WATER INKATHLEEN CHAMBERLAIN �---------- �} SAND.MAXIMUM TOLERANCE /� PALE ADHESIVE CARTRIDGE w/\ BROWN1'#10 SELF TAPPING SCREW(PPH ZINC) OF 3�VACANT / LAND N/F OF E. ALLEN KRAUS ` FINE IMPROVEDSUBJECT TO COVENANTS, EASEMENTS,AGREEMENTS SANDPUBLIC WATER ALL SITE DATA SUPPLIED BY KENNETH M WOYCHUCK SP 27AVAILABLE LAND SURVEYING, PLLC AND RESTRICTIONS OF RECORD, IF ANY. S S 1 O� IOO 'I W HYDROACTION TREATMENT TANK AN400- SECTION AQUEBOGUE, NY 11,15.20 FEMA MAP#36103CO161H NTS STANDARD HYDRAULIC LOAD 440 GPD / � APPROXIMATELY NAVD 1988 DATUM TESTHOLE 1 MAP LOCATION OF WELL WEIGHT OF EMPTY TANK 930 LBS SCTM#1000-068.00-032.51 ACRES COASTAL EROSION HAZARD AREA MAP SHEET 7 OF 49 80 . 00 NO SCALE LOT AREA 110,288 SF/ 2.51 ACRES ° e AN400 245 NITROGEN REDUCTION SYSTEM DRAWN BY:A.DAVfS PHOTO No. 57-559-83 �/ \`\ ' TEST HOLE PERFORMED BY ° SCALE 1 .6O LAND ° / N/F OF \ McDONALD GEOSCIENCE it L]r Ct10ri� 05/31/17 o HA-180053 STACHL ULRIKE K \ once: Rev. PART# OF 1 SHEETS MARCH 8, 2021 green rnn,g f the ground up / IMPROVED S.C.T.M.# DISTRICT 1000 SECTION 68 BLOCK 3 LOT 11 . 1 LONG ISLAND SOUND N 51029109/1 E , 206.74'4 a O O ZONE VE(EL 16) tv r Iv O _ v ZONE soils 6 O — r ZONE VE(EL 14) I BEACH 8 ��PbSTO10.1'E 6 , LIMIT OF 1 t !! 69 D $ j; POST 300'SETBACK 1 QO / / t N.) f / 1I f t-- - !!! ZONE VE(EL 14) j r I I ` LAND N/F OF 8 SHARON LOVE 1 I LIMIT OF MODE1.#'E ZONE AE(EL 9) 1 1 WAVE ACTIO I BOUNDARY 1'10 _ ... F1RM ZONe soUNDARY�,_ 7q 12 t cl .•` t _ ZONE X 1; ` 0.7.E `.. �\�` SHED ��` S \�� 5.4x .2' �� N 6 O AREA SLOPING EMK OR GREATER TWW 2OX RISING GREATER THAN 20'. 7.4'.. „ . 2 �\�'� t\ 1 .3 W �` Vl COASTAL ERO N 34 :':':*.N `�y titi N HAZARD BOUNDARY ::;;:::b;:::• 5� 32 ' ►srrl.s::::::: 34 #s �6•�� ;fc ssob 32 O ?8.- N 5.:: f f 8 LAND N/F OF K i 2 YVONNE R GALLAGHER / IRREVOCABLE TRUST tc 24 M 22 / oo°sr y 20 ' O td 16 `� 20'. L'W.M. C G .JA 1 i t7 ° A 1 O U 0 •_ O.H.�NIRES �;, V.P. 20' WIDE RIGHT OF WAY 3 12 LIBER 6626 PG. 75 N 3.0'W o� ® w1R i,• i• `MON ' �J ' .v+ U.P. V� AVE DIR ROADWAY LAK .- -moo E C E I V E LAND N/F OF RONALD ROTHMAN � � � � S E P 2 6 2022 i i SUBJECT TO COVENANTS, EASEMENTS, AGREEMENTS MON. ` "' — -- --" -" � AND RESTRICTIONS OF RECORD, IF ANY. SmiWdTown 100'SETBACK Bowd of Tnmtem FEMA MAP#36103CO161H 0 O� w COASTAL EROSION HAZARD AREA MAP SHEET 7 OF 49 00Il' ELEV. 17.5 PHOTO No.57-559-83 0 OL DR BROWN v LOAM 0.5' F TLCy �I SM BROWN O� ti� �j� SILTY SAND FRESHWATER WETLAND AREA: 4,972 S.F. Q'`� ,n �q `s MON. 8.0' PALE AREA SEAWARD OF COASTAL EROSION HAZ. BOUNDARY: 56,240 S.F. 0&T0A` S 54°33'00" W SP BROWN BUILDABLE AREA: 49,076 S.F. o FINE ZO 80.0 SAND 15` AREA: 110,288 SQ.FT. or 2.51 ACRES (TOTAL) ELEVA7701V DATUM: NAVD88 BROWN SC CLAYEY HIGHEST EXPECT. UNAUTHORIZED ALTERATION OR ADD17ION TO THIS SURVEY IS A VIOLA770M OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY SAND 15.3' WATER EL 2.2 MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARAN7EES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS717tMON WATER IN U57ED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARAN7E£S ARE NOT TRANSFERABLE. SC BROWN 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC770M OF FENCES, ADD17IONAL S7RUC77JRES OR AND OTHER IMPROVEMENM EASEMENTS CLAYEY AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE 77ME OF SURVEY SAND 19, SURVEY OF:DESCRIBED PROPERTY CERTIFIED TO, SHANNON GOLDMAN; DEB MCKEAND; WATERE IN PAL MAP OF: FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC; SP BROWN .; FINE.,MORGAN STANLEY PRIVATE BANK NA FILED: SAND sITVATED AT:PECONIC ,TUNE 1, 2015 19' TowN of:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC McDONALD GEOSCIENCE SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design THE WATER SUPPLY, AELL-1� DRYWELLS AND CESSPOOL "t"-X 0#f+ P.O. Box 153 Aquebogue, New York 11931 LOCA7701VS SHOWN ARE FROM FlELD OBSERVA(IONS FILE #220-158 SCALE:1"=40' DATE:NOV. 15, 2020 N.Y.S. USC. NO, 050682 PHONE (631)298-1388 FAX (631) 298-1588 AND OR DATA OBTAINED FROM OTHERS DkAH MCKEAND& SHANNON GO�, 100 SALT MARSH LANE,PECONIC 00 r. Oe 06. r.J d r, Figure 1. Aerial view of subject property and bluff-front dwellings located along Salt Marsh Lane to west,and community of low-lying dwellings situated closer to Long Island Sound to east. Image by Google Earth,April 2021. 0 X , , ^y r Vis Figure 2. Looking south front beach along Long Island Sound toward subject bluff, dwelling;and previously roofed over waterside deck to be reconstructed in the same footprint, with pergola above. O. DH MCKEAND& SHANNON GOOL, 100 SALT MARSH LANE,PECONIC # J•e ��'� � �` v �,,.#1`Y' Figure 3. Looking north from deck to be reconstructed over top of bank(easterly terminus of bluff located to west/left,see Figure 4 below)and toward Long Island Sound. r �a Figure 4. Looking east from easterly terminus of top of bluff(located west of dwelling)at previously roofed-over deck to be reconstructed in same footprint, with pergola above. a. x»9e 9om \\ rm / b �—— olta° O' wNPaRc¢Na NO.-12 7 oEmv y I� <'14c ,z mso,m,.l QO. Na ''4; NOTE \ °7�j q , ,'�r ;e ` K suewiE,w,or NONBERB PRE fauOMEO8YAI—I9o�cr� w �NUPaP NORrH HEcx NIE No.x 4 � / swa �b couN,Y of 9OFSOuc A .y "0 184 'tf, tE SEc Ho , m13 COu„TY OFS ,6 9� GoLos rws MI.ET 194 . ♦ +� ♦ x.s1 �' �� a.9.N1 TRU8TEE8 Di THE pno9lnA8UFFIXM ��.Q. lwel � I.Eyel p84e1 9 e• T M t- -- -- - S N.Ta, eEE eEG NO.m� uE \s sEE ssc No m. �9 e �« « , — — -- __�__ __ __ NOTICE COUNTY OF SUFFOLK © e a0U7110LD SECTION NO « .... .� Reel Property Tax Samoa Agency Y E �6 N ,FO 9090- Z PROPERTY M/iP OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) � Telephone: 631 765-1938 Southold, NY 11971 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 16, 2022 Re: LWRP Coastal Consistency Review for DEBORAH L. McKEAND &SHANNON GOLDMAN SCTM# 1000-68-3-11.1 The Zoning Board of Appeals issued a determination (7682) in October 2022. The determination found the action consistent with the LWRP with conditions. En-Consultants on behalf of DEBORAH L. McKEAND &SHANNON GOLDMAN for a Wetland Permit to remove and replace (in-place, with pergola above and new steps), 172sq.ft. previously roofed-over waterside deck attached to existing 1,045sq.ft. one-story dwelling (to remain with interior renovations; remove exiting 210sq.ft. slate patio and 120sq.ft. attached deck and stairs; install an A/C pad on west side of dwelling; install a 4'x8' outdoor shower enclosure (over pervious gravel bed, piped to proposed drainage system); install 1,000 gallon underground LP tank; construct 20'x22' one-story accessory detached garage; remove existing asphalt driveway and install new pervious gravel driveway (with associated fill/re-grading, 2'-4' high landscape retaining walls, and steps); replace existing conventional septic system with new I/A sanitary system (with associated fill and 4' high max. concrete retaining wall; place approximately 480 cubic yards of clean fill to achieve proposed grades associated with proposed driveway and sanitary system; install stormwater drainage system; and to establish and perpetually maintain a 5' to 10' wide, approximately 1,035sq.ft. non-turf buffer along the top of bluff and bank. Located: 100 Salt March Lane, Peconic. SCTM# 1000-68-3-11.1 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 to me, it is my recommendation that the proposal is CONSISTENT with LWRP Policies, and with the LWRP provided the following: 1. Preserve existing vegetation seaward of the house as vegetative buffers due to the insufficient setback to the top of the bluff. 2. The retaining wall should be evaluated for its impacts on the neighbors. 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 F John G. Stein,Chairperson Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 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 Carol Brown, seconded by John Stein, it was RESOLVED to SUPPORT the application of DEBORAH L. McKEAND & SHANNON GOLDMAN to remove and replace (in-place with pergola above and new steps) 172 sf. previously roofed-over waterside deck; remove existing 210 sf. slate patio and 120 sf. attached deck and stairs; install 4'X8' outdoor shower enclosure; install 1,000 gallon underground LP tank; construct 20'X 22' one-story accessory garage; remove existing asphalt driveway and install new pervious gravel driveway; replace existing conventional septic system with new I/A sanitary system; place approx. 480 cy. of clean fill to achieve proposed grades associated with proposed driveway and sanitary system; install stormwater drainage system; and establish a 5' to 10' wide non-turf buffer along top of bluff and bank. Located: 100 Salt Marsh Lane, Peconic. SCTM#68-3-11.1 Inspected by: Carol Brown Vote of Council: Ayes: All Motion Carried BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road o P.O. Box 1179 Southold,NY 11971-0959 Patricia Acam ora p Office Location: Eric Dantes " "``�?c'{�; �;.,;�r:-.,, �-m Town Annex/First Floor. Robert Lehnert,Jr. 54375 Main Road at Youngs Avenue ( ) Nicholas Planamento � Southold,NY 11971 RECEIVED http://southoldtownny.gov 6 12- ZONING BOARD OF APPEALS 2 tl 21) '' TOWN OF SOUTHOLD `J Tel.(631) 765-1509 l rE FINDINGS,DELIBERATOINS AND DETERMINATI IOCT 2 5 2022 MEETING OF OCTOBER 20,2022 Southold`town I ZBA FILE: 7682 11oard of Trustees NAME OF APPLICANT: McKeand & Goldman PROPERTY LOCATION: 100 Salt Marsh Lane,Peconic,NY SCTM No. 1000-68-3-11.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23,and the Suffolk County Department of Planning issued its reply dated June 16, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.The LWRP Coordinator issued a recommendation dated September 15,2022. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The subject property is a 110, 288 sq. ft. parcel located in an R-40 Zoning District.The property is an irregularly shaped lot located between Autumn Lake and Long Island Sound. The parcel measures 206.74 feet fronting the Long Island Sound along the northerly property line, 627.27 feet along the westerly property line, 227.52 feet fronting Autumn Lake along the southerly property line and 617.24 along the westerly property line. The property is crossed by a private road know as Salt Marsh Lane. The property is improved with a 1 story frame dwelling located close to the edge of the bank facing Long Island Sound. BASIS OF APPLICATION: Request for a Variance from Article XXII, Section 280-116A(1) and Building Inspector's May 6, 2022, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling; 1) located less than the code required 100 feet from the top of the bluff; located at: 100 Salt Marsh Lane (Adj. to Long Island Sound) Peconic, NY. SCTM No. 1000-68-3-11.1. 0 CT 2 5 2022 LU) Page 2,October 20,2022 #7682, Goldman-McKeand South®Id Town SCTM No. 1000-68-3-11.1 Bogg of Trustees RELIEF REQUESTED: The applicant requests a variance for the construction of a deck approximately 41 feet from the top of the bluff where a minimum setback of 100 feet is required. The existing three-bedroom dwelling with basement to remain with interior renovations. ADDITIONAL INFORMATION: During testimony by the applicant's agent, it was stated that the proposed work is to replace the existing deck in the same location as the original. There was a previous roof over the deck which was removed approximately one year ago due to storm damage. It should be noted that according to the current site plan, the dwelling, at its closest point, is setback 29 feet from the top of the bluff which had received a Pre-C/O # Z12348, dated March 13, 1984. The neighborhood has many dwellings constructed prior to the Town's adoption of bluff setbacks, although two nearby properties have benefited from bluff setback relief. In 1990, relief was granted for construction of a new dwelling and waterside deck located only 5 feet from the top of the bluff on the adjacent property to the west. (Appeal No. 3968). In Appeal No. 4099,the applicant's deck is setback 26 feet from the top of the bluff. There were other properties to the west that have been given bluff setback relief that is more than what the applicant is asking for. The applicant has proposed a 1,035 sq. ft. non-turf buffer along the top of the bluff, will be removing an existing slate patio, and proposes the installation of a new Innovative Advanced (I/A) sanitary system and stormwater runoff system. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 6, 2022 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law $267-b(3)(b)(I). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Granting this relief would not change the character of either of the two neighborhoods surrounding the property, neither that to the west, which is represented by dwellings located on high elevations landward of the bluff, nor that to the east, which is represented by properties without a bluff, where dwellings are located much closer to sea level and Long Island Sound. Also,the proposed new deck is within the same footprint as the existing with a proposed pergola above instead of the previous existing roof. The property also conforms to all the current setbacks in the bulk schedule. Therefore, there is no change to the character of the neighborhood. 2. Town Law&267-b(3)(b)(2). The benefit sought by the applicant or cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicants are seeking to replace an aging waterside deck,without the historically existing roof that was recently removed due to severe weather damage.The deck cannot be replaced without the benefit of variance relief. 3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 59% relief from the code. However, it is not substantial since the proposed deck is to be constructed in the same footprint as the existing deck, with a pergola above instead of the previously existing roof. Thus, there is no change to the pre- existing bluff setback. 4. Town Law V67-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The proposed improvements are LWRP Consistent and the applicant must comply with Chapter 236 of the Town's Storm Water Management Code and the conditions of this Board. U kOisuW9 Page 3, October 20,2022 OCT 2 5 2022 #7682, Goldman-McKeand SCTM No. 1000-68-3-11.1 Southold Tawn Board of Trustees 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. However, it is reasonable to assume that an exterior deck existing in a coastal environment for more than 60 years will eventually need to be replaced. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new exterior deck with pergola above while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Lehnert, seconded by Member Dantes, and duly carried, to GRANT the variance as applied for, and shown on the site plan prepared by Steven Maresca, LPE, last revised July 26, 2022, and Architectural Plans prepared by Meryl Kramer, Architect, last revised March 15, 2022. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The installation and maintenance of a non turf buffer as depicted on the approved site plan. 2. Installation of an Innovative Advanced sanitary system (I/A OWTS) approved by the Suffolk County Department of Health Services. 3. The proposed deck shall remain unenclosed and open to the sky above other than the attached proposed pergola. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IMPORTANT TIME LIMITS ON THIS APPROVAL Pursuant to Chapter 250-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been Page 4,October 20,2022 #7682, Goldman-McKeand SCTM No. 1000-68-3-11.1 procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3) years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes:Members Acampora, Dantes,Lehnert, Planamento, Chairperson Weisman. This Resolution was duly adopted (5-0). J Leslie Kanes Weisman, Chairperson Approved for filing / - /2022 U p cj 9022 Southold Town Board of Trustees i I I Cantrell, Elizabeth From: Robert Herrmann <rerrmann@enconsultants.com> Sent: Monday, October 24, 2022 10:24 AM To: Cantrell, Elizabeth Subject: RE: Goldman/McKeand application OK,AC pad would go on west side of house. Thanks Liz. From: Cantrell, Elizabeth [mailto:elizabethc@town.southold.ny.us] Sent: Monday, October 24, 2022 8:08 AM To: 'Robert Herrmann' Subject: RE: Goldman/McKeand application Good Morning Rob, Since this is just the initial review what you sent below is perfect,you do not need to rewrite the whole description for this request.. I would hold off on the location of the a/c unit on the plans,just let me know what side of the dwelling it might be located (north,south, etc.). this way I can just add the information into the written description so it is covered with us and bldg. dept. Thank you. cd*ka ea6zt4eQP Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov From: Robert Herrmann<rerrmann@enconsultants.com> Sent: Friday, October 21, 2022 4:34 PM To: Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Subject: RE: Goldman/McKeand application Liz,could we accomplish that with the below edit to the project description? Remove and replace (in place,with pergola above and new steps) 172 sf, previously roofed-over waterside deck attached to existing 1,045 sf, 1-stonj dwelling(to remain with interior renovations);remove... And no generator but yes,probably an A/C pad adjacent to the house,is that something we really need to show? If so,I would have to get you a revised site plan,so let me know. Rob From: Cantrell, Elizabeth [mailto:elizabethc@town.southold.ny.us] Sent: Friday, October 21, 2022 11:25 AM To: rherrmann(aenconsultants.com Subject: Goldman/McKeand application 1 � . Hi Rob, I am looking at this application and noticed you are not applying for the existing dwelling. Do you want to add it in to get it permitted? Also will they need a generator/ac pad? .Feeya" evora Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.gov 2 Glenn Goldsmith,President b�®�50UT Town Hall Annex A.Nicholas Krupski,Vice President J,� 54375 Route 25 P.O.Box 1179 Eric Sepenoskii Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ',� ® ,yam Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application flD E C E V E Wetland Permit Application Administrative Permit _Amendment/Transfer/Exter}.ion .ZZ SEP 2 6 2022 1/ Received Application: 7 Flo Received Fee: $ Z570.00 Completed Application: •Z •Z Southold Town Incomplete: Board of Trustees SEQRA Classification: 'Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): LWRP Consistency Assessment Form Sent: /CAC Referral Sent: o ,;�6 aa. Date of Inspection: Receipt of CAC Report: Technical Review: Public Hearing Held: Resolution: Name of Applicant Deborah L.McKeand&Shannon Goldman Address PO Box 346 Peconic,NY 11958 Phone Number: 917 691-9159 Suffolk County Tax Map Number: 1000 - 68-3-11.1 Property Location: 100 Salt Marsh Lane,Peconic (property located at northern end o Salt Marsh Lane,at Huntington Boulevard) (provide LILCO Pole #, distance to cross streets, and location) AGENT: En-Consultants (If applicable) Address: 1319 North Sea Road,Southampton,NY 11968 Phone:631-283-6360 I Board of Trustees Apr- •ation GENERAL DATA Land Area(in square feet): 110,288 sf Area Zoning: R-40 Previous use of property: Residential, 1-story,single family dwelling and attached deck Intended use of property: Same,with reconstructed deck and accessory garage Covenants and Restrictions: Yes X No If"Yes", please provide 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 X Yes No If"Yes",please provide copy of decision. Will this project require any demolition as per Town Code or as determined by 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 Southold Building Department Pre C/O Z12348 March 13, 1984 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: Project Description (use attachments if necessary): Remove and replace(in place,with pergola above and new steps) 172 sf,previously roofed-over waterside deck;remove existing 210 sf slate patio and 120 sf attached deck and stairs;install 4'x 8'outdoor shower enclosure(over pervious gravel bed,piped to proposed drainage system);install 1,000 gallon underground LP tank;construct 20'x 22' 1-story accessory garage;remove existing asphalt driveway and install new pervious gravel driveway(with associated fill/re-grading,2'-4'high landscape retaining walls,and steps); replace existing conventional septic system with new I/A sanitary system(with associated fill and 4-foot high(max.)concrete retaining wall);place approximately 480 cy of clean fill to achieve proposed grades associated with proposed driveway and sanitary system;install stoimwater drainage system;and establish 5 to 10 foot wide,approximately 1,035 sf non-turf buffer along top of bluff and bank,all as depicted on the site plan prepared by S.L.Maresca Associates Consulting Engineers,dated February 16,2022,last revised July 26,2022. Board of Trustees Applic.-I m WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To replace aging waterside deck;replace/relocate driveway and construct accessory garage for parking;provide outdoor shower;and replace conventional septic system with I/A sanitary system in connection with interior renovations. Area of wetlands on lot: 4,972 square feet Percent coverage of lot: 4.51 oio Closest distance between nearest existing structure and upland . edge of wetlands: > 100 feet Closest distance between nearest proposed structure and upland edge of wetlands: > 100 feet Does the project involve excavation or filling? No X Yes (as needed for removal of asphalt driveway;and installation If yes, how much material will be excavated? TBD cubic yards of garage foundation and drainage and sanitary systems) (to achieve proposed grades for proposed driveway and How much material will be filled? +/-480 cubic yards sanitary system) Depth of which material will be removed or deposited: varies feet (see site plan) Proposed slope throughout the area of operations: +/- 10% Manner in which material will be removed or deposited: Standard construction practices. 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): See attached addendum. I i WETLANDS APPLICATION ADDENDUM STATEMENT OF EFFECT FOR DEBORAH L.McKEAND& SHANNON GOLDMAN 100 SALT MARSH LANE PECONIC,NY SCTM#1000-68-3-11.1 The proposed scope of work consists primarily of the reconstruction of an existing deck; installation of an outdoor shower; replacement of an existing driveway; construction of a 1-story accessory garage; and installation of a new 3-bedroom I/A OWTS sanitary system in conjunction with interior renovations to an existing 1-story single family dwelling. Based on their design and/or associated mitigation meaures, none of these activities would cause any adverse impacts to the adjacent bluff, beach, or tidal waters on the north side of the property or to the lake and associated freshwater wetlands on the south side of the property. Rather, for the reasons listed below, the proposed project will result in a net improvement to the site's environmental condition and will be consistent with the LWRP Policy 4, 5 and 6 goals of minimizing potential losses from flooding and erosion; protecting and improving water quality; and protecting and restoring the quality and function of Town of Southold ecosystems. 1) The toe of the bluff, which is stable and well vegetated, is located almost 300 feet from the surface waters of Long Island Sound, and the deck to be replaced is located more than 300 feet from surface waters. The deck is also situated farther from the top of bluff than the existing habitable dwelling footprint to remain and will be replaced in the same footprint, with no expansion in size or reduction to the existing bluff setback. 2) A stormwater drainage system is proposed to capture and recharge runoff from the existing dwelling, proposed garage, proposed driveway, and proposed outdoor shower, which will be installed over a pervious gravel bed and piped to the proposed drainage system. 3) The existing conventional septic system will be removed and replaced with a low-nitrogen, I/A sanitary system consisting of an I/A OWTS located at least 65 feet from the top of bluff. Unlike conventional systems that are not designed or equipped to treat nutrients such as nitrogen, I/A systems are designed to significantly reduce nitrogen loading into the groundwater and ultimately surface waters. 4) As the accessory garage is proposed more than 100 feet from both the top of bluff to the north and freshwater wetlands to the south, the only work proposed within 100 feet of wetlands is the replacement of a 2,120 sf impervious asphalt driveway, which slopes toward Autumn Lake, with a pervious gravel driveway located more than 100 feet from wetlands. The driveway replacement will thus eliminate all developed and impervious surfaces from within 100 feet of wetlands and create a potentially substantial decrease in stormwater runoff toward the lake. 1 5) The existing 210 sf grade level slate patio situated adaj cent to the top of bluff will be removed. 6) A 5 to 10 foot wide, approximately 1,035 sf non-turf buffer is proposed along the top of bluff and bank. 7) A project-limiting fence will be installed to contain site disturbance and limit runoff during construction. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing 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 be subject to further verification. Complete Part I 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 I-Project and Sponsor Information Name of Action or Project: Pants McKeand&Goldman Renovation Project Location(describe,and attach a location map): 100 Salt Marsh Lane,Peconic,SCTM#1000-68-3-1 1.1;property located at northern end of Salt Marsh Lane,at Huntington Boulevard,map provided. Brief Description of Proposed Action: Remove and replace(in place,with pergola above and new steps)172 sf,previously roofed-over waterside deck;remove existing 210 sf slate patio and 120 sf attached deck and stairs;install 4'x 8'outdoor shower enclosure(over pervious gravel bed,piped to proposed drainage system);install 1,000 gallon underground LP tank;construct 20'x 22'1-story accessory garage;remove existing asphalt driveway and install new pervious gravel driveway(with associated fill/re-grading,2'-4'high landscape retaining walls,and steps);replace existing conventional septic system with new I/A sanitary system(with associated fill and 4-foot high(max.)concrete retaining wall);place approximately 480 cy of clean fill to achieve proposed grades associated with proposed driveway and sanitary system;install stormwater drainage system;and establish 5 to 10 foot wide,approximately 1,035 sf non-turf buffer along top of bluff and bank,all as depicted on the site plan prepared by S.L.Maresca Associates Consulting Engineers,dated February 16,2022,last revised July 26,2022. Name of Applicant or Sponsor: Telephone: 917-691-9159 Deborah L.McKeand&Shannon Goldman E-Mail: deb@worktablenyc.com Address: PO Box 346 City/PO: State: Zip Code: Peconic NY 11958 1.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 X may be affected in the municipality and proceed to Part 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: X NYS DEC,Suffolk County Department of Health Services 3.a.Total acreage of the site of the proposed action? 110,288 sf b.Total acreage to be physically disturbed? +/-17,550 sf c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 110,288 sf 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑Commercial ® Residential(suburban) ❑Forest ❑Agriculture N Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 1 � 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? X 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? X 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: X 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X 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: X 10.Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: X 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: A new UA OWT septic system is X proposed. 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? X b. Is the proposed action located in an archeological sensitive area? X 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? X b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X 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. ® Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ® Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 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 YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO❑YES X 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 impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: X 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: X 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: X I AFFIRM THAT THE INFORM ION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor name: Robert ann,Coastal Mgmt. Specialist Date: September 23,2022 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 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? 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? 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect 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 incorporate reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a. public/private water supplies? b.public/private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic,archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g., wetlands, waterbodies,groundwater,air quality,flora and fauna)? Page 3 of 4 c � 1 No,or Moderate small to large impact impact may may occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? 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 I 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. ❑ 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. Name of Lead Agency Date 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) Page 4 of 4 CP ~5 U :Z'• Town :c.'•'c: `=' Park Peconic i as Dunes County Park Y f_a v $~ O� Suffolk Countr.{Haostrorn Map #44 ry ? r "�O Golriszn;th Goldsmith's Inlet Inlet P Access Via b. Subject Property) ey O R The Tasting PS Rogn PECONIC 000 pvy":fir o sHo 1'�tn The Lenz 4r- e sF `_ Win IT 9 Fal 2Pindar a,..> s 2 tt '��.�-.,.�,•. r ` 9 �":�°' V., Vineyards THK 25 Raphael f��'r�LR.-••; � 48 o Vineyards f35�; Bedell Q OT <a Cellars ° o 0 •..�,� rt'n+,S>rs orb' �Y+ J:',`"'• -.S,- G$�" yrf .l"r'T=L%%''�" - ^•1.•;r"'y�� -*2� F. - - '..L t: ri•, i7 9`t't>rz.,.Y�� •}'<• - �t.,e ...vi�:��'_'..../. r.y'�.Y_,'' -. ,.{ i\' ^)fTrl%"'Y=r.�• .ir r�L'�" .. ..y...:. �- ��r_�. •�'� •.,x.. >•.-ar, :'a;'�^: '•r` � 7. "_r-_ ._.T:'i.:.,.:a ,,fig• >ti, .C'.z•. ..`v'.'.. �.`.ti"•s.,. t a.lc� ;w., .sl.-� ..4.„ ..,1.:}::z,.. ....x'3. .,..L•:.;•�ku. r...->". /... 41.. _ �tai-a C... �kl'c 'iL. J=t':NF..:x .�,,-�4�'•'i y.,';J.;`i Fi^'.`�, ,"n'i:` .:"L - 5. _•J i; «.45�� r.( 1. ..h .��` 3e >�1;^ %t:s a -mb��:�':'�.,'} <,s'::i. -x!�-. �!K.w:� "�-,-;,+,'•'- ,x�Y.,- 1e Y't��:7Y,�r JG��?:v- S; "n.1 F+-�•�. ,iY:'R.7 iY.=° .'f. .a �a'^.t'_�a1 ,t -��•'�'ia;-.,,7: =,ti?"%•re ,,•:, ,t'„ _✓iy�•t•�. �-v.. ;.:rr•c�; rs, ,v�o >g': ..VHa sY om a""'Gofi an"Inc: .:VS - .<r_ ce :ii '+a•, v',.a y•..ylr .8 r. ,M.P Y,. .;':%'.• ',>•t'-i- �r .> „t jy, �.yip ..n. ..,,;s,.,, ti';}^: ..A^.:,T •'t .C. :x,,:t. ':.1.s v::a'- .�"it.:..•.„.�.;.,.. v:-}: - ..ita - 1'c': emu'- :.L., ''z'��•,` ;acl 7•�.a8:..rt -,.,s. ....._�.'.,3"...:_:..:<"M.:.:x•.ur-�'su_.. �Czrx;.....s.b„es,..:..a;'::r.,> .:c.�•�,.s'.tit�.�S:-'.p_':: Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) UWe, Deborah L.McKeand owners of the property identified as SCTM# 1000- 6a-3-11.1 in the town of Southold ,_New York,hereby authorizes En-Consultants 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. N/A Property Owner's Signature Property Owner's Signature Deborah L.McKeand SWORN TO BEFORE ME THIS DAY OF !V ,20 Notary Public SABRINA M BORN Notary Public,State of New York No.01BO6317038 Qualified in Suffolk County Commission Expires Dec.22,202")+ Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) 1/We Shannon J.Goldman , owners of the property identified as SCTM# 1000- 68-3-11.1 in the town of Southold New York,hereby authorizes En-Consultants 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. N/A Property Owner's Signature Property Owner's Signature Shannon J.Goldman SWORN TO BEFORE ME THIS DAY OF J y�� I� ,20 jgh""—M, Notary Public SABRINA M BORN Notary Public,State of New York No.01 BO6317038 Qualified in Suffolk County Commission Expires Dec.22,20191 Ali Board of Trustees Application AFFIDAVIT Deborah L.McKeand 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 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 COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. N/A Signature of Property Owner Signature of Property Owner Deborah L.McKeand SWORN TO BEFORE ME THIS 3 DAY OF � � ,20 9, 1 ZJ,14-kA�- Notary Public SABRINA M BORN Notary Public,State of New York No.01 B06317038 Qualified in Suffolk County Commission Expires Dec.22,20� I Board of Trustees Applicaz`Ydn AFFIDAVIT Shannon J.Goldman 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 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 COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. N/A Si na e of Property Owner Signature of Property Owner Shannon J.Goldman SWORN TO BEFORE ME THIS 9 3 rd DAY OF ICI GVP�►ti� , 20 v21 Notary Public SABRINA M BORN Wtary Public,state of New York No.01 B06317038 Qualified in Suffolk County Commission Expires Dec.22,2019, r i APPLICANUAGENU/REPRESENTATWE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The purpose of this form is to provide information which can alert the townofpossibleeonfiicts of interest and allow it to take whatever action is necessary to avoid same. McKeand,Deborah L. YOURNAME: (Last name,first name,griddle 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 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 Avith any officer or employee of the Town of Southold? "Relationship-'includes by blood,marriage,or business interest"Business interest"means 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%othhe shares. YES NO �Q ifyou answered"YES",complete the balance ofthis 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/agentirepresentative)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,or child is(check all that apply): A)kite owner of greater than 5%of the shares of the corporate stock of the applicant (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 dmr of Nv!� ete 20 Signature -TEA Print Name Deborah L.McKeand Form TS l APPLICANT/AGENTBEPRESENTATIV E TRANSACTIONAL DISCLOSURE FORM The Town of SOUthold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The oumpse o this form is to provide inforination which can alert the town of possible cortnicls of interest and_allow it to take whatever action is necessary to avoid same. YOUR NAME Goldman,Shannon J. (Last name,first name,.ipiddle 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 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,marriage,or business interest."Business interest"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 10 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,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); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this �3"r ay of A W6 �/�- 20 / Signattire�� Print Name Shannon J.Goldman Form TS l 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.The purpose 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 necessary to avoid same. I YOUR NAME: Herrmann Rnhart H, (Last name,first name,middle 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 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,marriage,or business interest."Business interest"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 X 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 applicantlagent(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,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); 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 23 y q )qp_nt ember 20 22 --- --- ----------- Signature �® Print Name R0 Hernr�ann Form TS 1 ,NOTICE OF HEARING 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: DEBORAH L. McKEAND & SHANNON GOLDMAN 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.southol.dtownny.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) 765-1692 Glenn Goldsmith,President �gl1FF�lq'�o Town Hall Annex A.Nicholas Krupski,Vice President f��o G�� 54375 Route 25 Eric Sepenoski o `" P.O.Box 1179 Liz Gillooly o t Southold,NY 11971 Elizabeth Peeples 41- ��,�{"' Telephone(631)765-1892 .L Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of DEBORAH L. MCKEAND & SHANNON GOLDMAN COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING LAMINNOiT, W&&Ai,k 6 ;N 15l I:� WW �dL�r.P��.l�►T.��D ��E��O%1VI�L�E�� T�l�` D'. � 'a�� TI�� L��lf��° I� Robert E. Herrmnn , residing at/dba En-Consultants, 1319 North Sea Road, Southampton, NY 11%8 being duly sworn, depose and say: That on the 4thday of November , 2022 , I personally posted the property known as 100 Salt Marsh Lane, Peconic; SCIM #1000-68-3-11.1 by placing the Board of Trustees official noticing poster where it can 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 pub;hheing. Date of hearing noted thereon to be held Wednesday,November 16,2022. Dated: (signature Sworn to before me this 16th day of Nov 20 22 KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW Y 0 R K otary ublic COMMISSION No . 5 0 1 5 9 3 1 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST I-. 10� -- ---------- -- -- -- :'— -- - - T ------ 17?Cl, _47C� ---4 IVERY j COMPLETE . ON .ELAVERY SENDER: COMPLETE THIS SECTION • . SENDER: LETE THIS SECTION ON DEL COMPLETE SECTION A. Signature ■ Complete items 1,2,and 3. A big ■ Complete items 1,2,and 3. �' X ❑Agent ■ Print your name and address on the reverse X ■ Print your name and address on the reverse Addressee r Pr that we can return the card to you, so that we can return the card to you. B. Received by rinted iV e) C. Dat ■ Attach this card to the back of the mailpiece, B• Recei d by(Printed N e) C.Date of Delivery } ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1' or on the front if space permits. D. Is delivery address different from item 1? ❑Yes ' 1. Article Addressed to: D. Is delivery address different from item 1? 1. Article Addressed to: �If YES,.enter delivery address below: p No If YES,enter delivery address-below: I Yvonne R. Gallagher Irrev. Trust `,; r c; i ! Kathleen Chamberlain Michael F. Gallagher Irrev.Trust �' :;�Senrice Type ' ❑Priority Mail Express 3. Service �` O Priority M PO Box 406 ❑Adult Signet Pe _ V0 'J`.-)S d Registeredl PO Bo 563 d?d�t slenature Re ❑Registered Mail R Peconlc NY 11958 ❑Ad it Signature Restricted Delivery ❑Registered ❑A nature Restricted Delivery ❑Registered Maali Restricted', Delivery I Pe NY 11958 ertifiedMWI@) Delivery erti ied Mails O Certified Mail Restricted Delivery Cl Signature Confirnal on *M ❑Certified Mail Restricted Delivery ❑Signature ❑Collect on Delivery ❑Signature Confirmation ❑Collect on Delivery ❑Signature J n_c�ia�t or Delivery Restricted Delivery Restricted Delivery ton Delivery Restricted Delivery Restricted ----------•— — — lall —= 7021i 2720?'a00P 6'96'1sf48U5i1 i IdM"'! 11 i.1 ! ti )! j 7:0211 2172Oi 0;0021 6�9,611s 48143 E;Ieil.ResfiicteJDefiveryS ''• j E. - ! 1 • d MA.Rbstrioted Delivery i —� ;r: — —'., ''. =,overaaod)I •`` H' (over$5001" — Domestic Reti PS Form 3811,July 2020 PSN 7530 02 000 9053 Domestic Return Receipt PS Form 3811,July 2020 PSN 7530 02-000-9053 _ — ' • • • • • DELIVERY COMPLETECOMPLETE THIS SECTION ON DELIVERY SENDER:SECTION A. Signet re ■ Complete items 1,2,and'3. A Signature ■ Complete items 1,2,and 3. �� ■ Print your name and address on the reverse X 0 Agent i ■ Print your name and address on the reverse X so that we can return the card to you. ❑Addressee so that we can return the card to you. eceiv d y(Printed a C. D ■ Attach this card to the back of the mailplece, B. Received by(Print ame) 0. Date of Delivery ■ Attach this card to the back of the mailpiece, Q G or on the front if space permits. = or on the front if space permits. 1. Article Addressed to: D. Is delivery address di Brent from item 17 ❑Yes i { 1. Article Addressed to: D. Is delivery tlress different from item 17 If YES,enter delive address below: p No If YES,en r delivery address below: � I Ronald Rothman Town of Southold PO Box 1179 3. Service Type ❑Priority Mali Expresse Salt Marsh Lane 3. Service Type ❑PrtOm Southold NY 11971 ❑Adult Signature ❑Registered Mail- 0 Adult Signature ❑Registe , ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted PO Box 212 ❑Adult Signature Restricted Delivery ❑Registe Certified Mails Delivery 11958 Delivery ❑Certified MBifRestrictedDelivery ❑Signature Confirmation*" Pecon1C,NY a ifiedMailO i ❑Certified Mail Restricted Delivery ❑Signaturl i7 Collect on Delivery ❑Signature Confirmation ❑Collect on Delivery 2; Delivery Restricted Delivery Restricted Delivery — J-•_-- �_._.._� delivery Restricted Delivery Restri • -- - •_ 7Q -1j j2712Q j170gaj 61 61 4j850 'j j� If est�lotedQelivel'�i 1111 1j! i 70 21; 2 7 H 0 0L12: 6 9;61; 4 8]r2 ;I `II Restrictgi!Delivery i 1 =, � _ -- ,�to�er�5uu, i PS Form 3811,July 2020 PSN 7530-02-000-9053 1 Domestic p u Domestic Return Receipt �� PS Form 3811,July 2020 PSN 7530-02-000-9053 - NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Deborah L.McKeand&Shannon Goldman SCTM#1000-68-3-11.1 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Remove and replace(in place,with pergola above and new steps) 172 sf,previously roofed-over waterside deck;remove existing 210 sf slate patio and 120 sf attached deck and stairs; install 4'x 8'outdoor shower enclosure(over pervious gravel bed,piped to proposed drainage system);install 1,000 gallon underground LP tank; construct 20'x 22' 1-story accessory garage;remove existing asphalt driveway and install new pervious gravel driveway(with associated fill/re-grading,2'-4'high landscape retaining walls,and steps); replace existing conventional septic system with new I/A sanitary system(with associated fill and 4-foot high(max.)concrete retaining wall);place approximately 480 cy of clean fill to achieve proposed grades associated with proposed driveway and sanitary system;install stormwater drainage system;and establish 5 to 10 foot wide,approximately 1,035 sf non-turf buffer along top of bluff and bank,all as depicted on the site plan prepared by S.L.Maresca Associates Consulting Engineers,dated February 16,2022,last revised July 26,2022. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 100 Salt Marsh Lane,Peconic 3. That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: DATE: Wed.,Nov. 16,2022 @ 5:30 pm,Town Hall Meeting Room,53095 Main Rd,Southold You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. Deborah L.McKean&Shannon Goldman PROPERTY OWNERS NAME: PO Box 346 MAILING ADDRESS: Peconic,NY 11958 PHONE #: 917-691-9159 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road, Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: SCTM#1000-68-3-10 PO Box 563 Yvonne R.Gallagher Irrevocable Trust Peconic Michael F.Gallagher Irrevocable Trust SCTM#1000-68-3-12 200 Kent Place Boulevard Claudio F.D'Alberti Summit,NJ 07901 SCTM#1000-67-2-1 27 Sylvia Street Roxanne Zimmer Glen Head,NY 11545-1226 SCTM#1000-67-2-21.1 Huntington Boulevard,PO Box 452 Marilyn Hofmann Peconic,NY 11958 SCTM#1000-67-3-3.1 Salt Marsh Lane,PO Box 212 Ronald Rothman Peconic,NY 11958 SCTM#1000-67-3-4 PO Box 1179 Townof Southold Southold,NY 11971 SCTM#1000-67-3-5 PO Box 406 Kathleen Chamberlain Peconic,NY 11958 STATE OF NEW YORK COUNTY OF SUFFOLK Robert E.Herrmann doing business at En-Consultants 1319 North Sea Road Southampton,NY 11968 , being duly sworn, deposes and says that on the 4th day of November ,20 22 , 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 ailed at the United States Post Office at Southampton , that said Notices were M 'led} to each of said persons by (certified)(�rs� mail. 74 ` Robert E.Herrmann Coastal Management Specialist Sworn to before me this 4th KIM H , STEPHENS day of November )20 22 N 0 T A R Y P U B L I C STATE OF NEW Y 0 R K COMMISSION NO . 5015931 0 LIFIED IN SUFFOLK COUNTY otary fvublic EXPIRES AUGUST 2 , 2025 Postal ' • Service' CE ■TIFIED O . ■ ■TIFIED MAIL O . ■ m �- Domestic Mail Only m Domestic co _r =- For delivery information, isitourwebsiteativiQW.USPS.Com -n Certified Mail Fee 1q %: 0� � Certified Mail Fee Er ^a I—0 $ 33 y. Extra Services&Fees(checkbox,add fee as appropriate) ;J 2 '?• I Extra Services&Fees(check box,add fee as appropriate) ,�r` !C N ❑Return Receipt(hardcopy) $ r J (t J ❑Return Receipt(hardcopy) $ ��r•* 0 ❑Return Receipt(electronic) $��' Postmark •-�t 4 C7 ❑Return Receipt(electronic) $ (J Postmark C3 ❑Certified Mall Restricted Delivery $ ) NOV —AHRA22 O []Certified Mail Restricted Delivery $ i ,tHefe ❑Adult Signature Required $ 1 ' I C7 []Adult Signature Required $ 1 NOV —W 2022 []Adult Signature Restricted Delivery$ , p !O []Adult Signature Restricted Delivery$ 1 NPostage nn ( �Pa :+ ru Postage ru Total Pos '— �r rU Total Post `y7•66�Z N Sent To Yvonne R. Gallagher Irrev. Trust I ru Sent To Claudio F. D'Alberti o Michael F. Gallagher Irrev. Trust o _Sfieefanc 200 Kent Place Boulevard ------ C3 Sfieefeni p0 Bo 563 r` city siaii Peconic,NY 11958 ---- Ciry Stale Summit,NJ 07901 •------ PostalPostal CERTIFIED o RECEIPT CERTIFIED o RECEIPT IT• rr Er Domestic Mail Only N ru Domestic Mail Only For delivery information,visit our website at WWW.USPS.'COMO. r t (jam (F I1 'A� �i:M Certified Mail Fee `�: �'/� ,0 Certified Mail Fee Er Er Extra Services&Fees(check box add fee as appropr a 1 Extra Services&Fees(check box,add fee as appropriate) F1J ElReReturn ,- Receipt(hardcoPY) $ ( n r/1t��)rJ72 )i ❑Return Receipt(hardoopY) $ - '�f,' Im ❑Return Receipt(electronic) $ i v O� _ �OSrRI 7� ru r3 ❑Return Receipt(electronic) $ Postmark`I ix` 0 ❑Certified Mall Restricted Delivery $ �' Here 0 ❑Certified Mall Restricted Delivery $ - Here �iy�; ' p ❑Adult Signature Required. $ C] ❑Adult Signature Required $ I []Adult Signature Restricted Delivery$ ` �, ..�,,,,,,� �(A j'� I ❑Adult Signature Restricted Delivery$ I •fir — `F 2�2� Postage u r>J?" Postageru �yf7 .f4 - Rj r' fU Tote N Total Post ^� .✓%2-'.," }q $ a) ti Sen Roxanne Zimmer ti Sent To Mariyln Hofman A Sf�e 37 Sylvia Street - 4 SYieefana Huntington Boulevard - city Glen Head,NY 11545-1226 crty"�i"are PO Box 452 .______ Peconic, NY 11958 :rr r ' sT. Postal ■ , oRECEIPT CERTIFIED MAILP RECEIPT O RJ , . / �tI Domestic Only OFor delivery information,visit our website a WWW.USPS.CoM6. CO —0 Certified Mail Fee Certified Mail Fee r ii( tV Er Extra Services&Fees(check box,add fee as appropriate) '1-I,';✓} rv' Extra Services&Fees(check box,add fee as appropriate) •4',p' y'of�r .L L . ❑Return Receipt(hardcopy) $ Y,,'n'�,.-^�••�,,,,/r<r Return Receipt(hardcapy) $ ^ 4K ' rU 0 Return Receipt(electronic) $ ',✓ Postmarks,�"v. p ❑Return Receipt(electronic) $ J Pd tno ii i m ©Certified Mail Restricted Delivery $ .S�1�> Here 1 ' ' 0 Certified Mall Restricted Delivery $ I _:! Here F CJ ❑Adult Signature Required $ �y' / A�Q� �i �1 []Adult Signature Required �/ 3� ❑Adult Signature Restricted Delivery$ 4 w []Adult Signature Restricted Delivery$ •� �w,G % C7 Poste e " `:� `r_ O Postageru ru ru Ti�tal P �'`-� .� `�;v (() Total F $'_ Ronald Rothman ~` - ra senrr Sent Town of Southold w Salt Marsh Lane N S---"ti PO Box 212 ' r SfWeet PO Box 1179 __________ Southold,NY 11971 .__________ cry,'sl Peconic,NY 11958 city s PostalTI CERTIFIED MAILo RECEIPT m o Domestic C0 = For delivery information-, IF -0 Certified Mail Fee �`` U Er el: $ Extra Services&Fees(checkbox,add fee as appropriate) �7 v2 ❑Retum Receipt(hardoopy) $ {r r `I R 2 2 �t ' fU � ,, E3 ❑Retum Receipt(electronic) $ 1`�postmark C7 ❑Certified Mall Restricted Delivery $ t Here � fl []Adult Signature Required $ []Adult Signature Restricted Delivery$ d Postage QC� Cam`- $ ni Total Pos ti Sent To Kathleen Chamberlain � Sheet ani PO Box 406 ••--" Ciry StaG Peconic, NY 11958 ---- r ®A`� Glenn Goldsmith,President a so Town Hall Annex F A. Nicholas Krupski,Vice President ® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone (631) 765-1892 Elizabeth Peeples a® Fax(631) 765-6641 C®UNTI,� 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 MAIN MEETING HALL PROJECT DESCRIPTION FOR: En-Consultants on behalf of DEBORA L. McKEAND & SHANNON GOLDMAN LOCATED: 100 Salt March Lane, Peconic. SCTM# 1000-68-3-11.1 For a Wetland Permit to remove and replace (in-place, with pergola above and new steps), 172sq.ft. previously roofed- over waterside deck attached to existing 1 ,045sq.ft. one-story dwelling (to remain with interior renovations; remove exiting 210sq.ft. slate patio and 120sq.ft. attached deck and stairs; install an A/C pad on west side of dwelling; install a 4'x8' outdoor shower enclosure (over pervious gravel bed, piped to proposed drainage system); install 1 ,000 gallon underground LP tank; construct 20'x22' one-story accessory detached garage; remove existing asphalt driveway and install new pervious gravel driveway (with associated fill/re-grading, 2'-4' high landscape retaining walls, and steps); replace existing conventional septic system with new I/A sanitary system (with associated fill and 4' high max. concrete retaining wall; place approximately 480. cubic yards of clean fill to achieve proposed grades associated with proposed driveway and sanitary system; install stormwater drainage system; and to establish and perpetually maintain a 5' to 10' wide, approximately 1 ,035sq.ft. non-turf buffer along the top of bluff and bank. Town of Southold ' +� LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS l, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si nig_ficant beneficial and adverse effects upon the coastal area (which includes all of Southold Town) If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 68 - 3 - 11.1 PROJECT NAME Deborah L.Mckeand&Shannon Goldman The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action: Remove and replace(in place,with pergola above and new steps) 172 sf,previously roofed-over waterside deck;remove,existing 210 sf slate patio and 120 sf attached deck and stairs;install 4'x 8'outdoor shower enclosure(over pervious gravel bed,piped to proposed drainage system);install 1,000 gallon underground LP tank;construct 20'x 22' 1-story accessory garage;remove existing asphalt driveway and install new pervious gravel driveway(with associated fill/re-grading,2'-4'high landscape retaining walls,and steps); replace existing conventional septic system with new I/A sanitary system(with associated fill and 4-foot high(max.)concrete retaining wall);place approximately 480 cy of clean fill to achieve proposed grades associated with proposed driveway and sanitary system; install stormwater drainage system;and establish 5 to 10 foot wide,approximately 1,035 sf non-turf buffer along top of bluff and bank, all as depicted on the site plan prepared by S.L.Maresca Associates Consulting Engineers,dated February 16,2022,last revised July 26, 2022. Location of action: 100 Salt Marsh Lane,Peconic Site acreage: 2.51 acres Present land use: Residential,one-story,single family dwelling Present zoning classification: R-40 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: Deborah L.McKeand&Shannon Goldman (b) Mailing address: Po Box 346 Peconic,NY 11958 (c) Telephone number: Area Code 917-691-9159 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ® No ❑ If yes, which state or federal agency? NYSDEC C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III - Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III- Policies Pages 8 through 16 for evaluation criteria ®Yes ❑ No ❑ Not Applicable -SEE ATTACHED ADDENDUM- Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ®Yes ❑ No ❑ Not Applicable -SEE ATTACHED ADDENDUM- 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 LWRP ADDENDUM FOR DEBORAH L.McKEAND& SHANNON GOLDMAN 100 SALT MARSH LANE PECONIC,NY SCT #1000-68-3-11.1 Policies 4, 5, and 6 The proposed scope of work consists primarily of the reconstruction of an existing deck; installation of an outdoor shower; replacement of an existing driveway; construction of a 1-story accessory garage; and installation of a new 3-bedroom UA OWTS sanitary system in conjunction with interior renovations to an existing 1-story single family dwelling. Based on their design and/or associated mitigation meaures, none of these activities would cause any adverse impacts to the adjacent bluff, beach, or tidal waters on the north side of the property or to the lake and associated freshwater wetlands on the south side of the property. Rather, for the reasons listed below, the proposed project will result in a net improvement to the site's environmental condition and will be consistent with the LWRP Policy 4, 5 and 6 goals of minimizing potential losses from flooding and erosion; protecting and improving water quality; and protecting and restoring the quality and function of Town of Southold ecosystems. 1) The toe of the bluff, which is stable and well vegetated, is located almost 300 feet from the surface waters of Long Island Sound, and the deck to be replaced is located more than 300 feet from surface waters. The deck is also situated farther from the top of bluff than the existing habitable dwelling footprint to remain and will be replaced in the same footprint, with no expansion in size or reduction to the existing bluff setback. 2) A stormwater drainage system is proposed to capture and recharge runoff from the existing dwelling, proposed garage, proposed driveway, and proposed outdoor shower, which will be installed over a pervious gravel bed and piped to the proposed drainage system. 3) The existing conventional septic system will be removed and replaced with a low-nitrogen, I/A sanitary system consisting of an I/A OWTS located at least 65 feet from the top of bluff. Unlike conventional systems that are not designed or equipped to treat nutrients such as nitrogen, UA systems are designed to significantly reduce nitrogen loading into the groundwater and ultimately surface waters. 4) As the accessory garage is proposed more than 100 feet from both the top of bluff to the north and freshwater wetlands to the south, the only work proposed within 100 feet of wetlands is the replacement of a 2,120 sf impervious asphalt driveway, which slopes toward Autumn Lake, with a pervious gravel driveway located more than 100 feet from wetlands. The driveway replacement will thus eliminate all developed and impervious surfaces from within 100 feet of wetlands and create a potentially substantial decrease in stormwater runoff toward the lake. 5) The existing 210 sf grade level slate patio situated adaj cent to the top of bluff will be removed. 6) A 5 to 10 foot wide, approximately 1,035 sf non-turf buffer is proposed along the top of bluff and bank. 7) A project-limiting fence will be installed to contain site disturbance and limit runoff during construction. -SEE ATTACHED ADDENDUM- Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable 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. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southol(-"-_-water-de endent uses and promoti`_'ing of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy It. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III - Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLECoastal Management Specialist DATE September23,2022 Robert E. H mn Amended on 811105 i KePINo� � Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM lb 1 PROPERTY LOCATION. S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Q� 1000 68 3 11.1 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN 1s tic Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM#/WORK ASSESSMENT Yes No a.What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (include Total Area of all Parcels located within the Scope of work for Proposed Construction) 110,288 sf Generated by a Two(2")Inch Rainfall on Site? (S.F./Acres)) El(This item will include all run-off created by site b,What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed +/-17,550 sf Site improvements and the permanent creation of construction activity? (S.F./Acres) impervious surfaces.) 2 Does the Site Plan and Survey Show All Proposed ❑ PROVIDE BRIEF PROJECT DESCRIPTION(Provide Additional Pages as Needed)) Drainage structures Indicating Size&Location?This item shall include all proposed Grade Changes and Remove and replace(in place,with pergola above and new steps)172 sf,previously Slopes Controlling Surface Water Flow, roofed-over waterside deck;remove existing 210 sf slate patio and 120 sf attached deck and 3 Does the Site Plan and/or Survey describe the erosion ❑ stairs;install 4'x 8'outdoor shower enclosure(over pervious gravel bed,piped to proposed and sediment control practices that will be used to drainage system);install 1,000 gallon underground LP tank;construct 20'x 22'1-story control site erosion and storm water discharger.This accessory garage;remove existing asphalt driveway and install new pervious gravel Item must be maintained throughout the Entire Construction Period. driveway(with associated fill/re-grading,2'-4'high landscape retaining walls,and steps); 4 Will this Project re is Land e to t ,Gradin or ❑ replace existing conventional septic system with new I/A sanitary system(with associated 1RequireY Excavation where(here is a change to to Natural fill and 4-foot high(max.)concrete retaining wall);place approximately 480 cy of clean fill Existing Grade involving more than 200 Cubic Yards to achieve proposed grades associated with proposed driveway and sanitary system;install of Material within any Parcel? stonnwater drainage system;and establish 5 to 10 foot wide,approximately 1,035 sf non-turf `j Will this Application Require Land Disturbing Activities buffer along top of bluff and bank,all as depicted on the site plan prepared by S.L.Maresca Encompassing an Area in Excess of Five Thousand Associates Consulting Engineers,dated February 16,2022,last revised July 26,2022. (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site?Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Ix Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres:including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes Elare part of a larger common plan that will ultimately disturb one or more acres of lands; which Exceed Fifteen(15)feet of Vertical Rise to Including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for storm water discharges, p (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit O Will Driveways,Parking Areas or other impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off ❑ X 1.The SWPPP shall be prepared prior to the submittal of the NOI. The NOI shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity. 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, ❑ required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit. In addition,the SWPPP shall Area?(this item will NOT include the installation of Driveway Aprons.) identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges. NOTE:If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. that is knowledgeable in the principles and practices of Storm Water Management. (NOTE:A Check Mark(X)and/or Answer for each Question is Required for a Completed Application). STATE OF NEW YORK, COUNTY OF Suffolk........................SS That I, Robert E.Herrmann being duty sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that he/she is the Agent-for-the-owner - - ------------------ ----------------------------------------------------------------------------------------------------- (Owner,Contractor,Agent,Corporate Officer,etc. Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed.in the manners set forth in the application filed herewith. Sworn to before me this; 23rd daY f S- ------er------------------ -20 -- Notary Pu = = = K I-M H -S-T E P H E H-S N O T A R Y P U B L I C (signat e o cant) FORM - 06/10; STATE OF NEW YORK COMMISSION N0 . 5015931 QUALIFIED IN SUFFOLK C012TY EXPIRES AUGUST 2 , 20__ EN-CONSULTANTS September 23,2022 Town of Southold Board of Trustees D E E 54375 Main Road Post Office Box 1179 Southold,New York 11971 SEP 2 B 202Z Re: Deborah L.McKeand& Shannon GoldmanSWb tdTo�rn 100 Salt Marsh Lane,Peconic goardofTnis> SCTM#1000-68-3-11.1 Dear Board of Trustees: In regard to the above referenced property, enclosed are the following for the Board of Trustees review: 1. Four(4)Wetland Permit Applications including: - a) Authorization&Disclosure Forms; b) Short Environmental Assessment Form; c) LWRP Consistency Assessment Form. 2. Two(2) sets of photographs. 3. Site plan prepared by S.L.Maresca Associates, last dated July 26,2022. 4. Survey prepared by Kenneth M.Woychuk Land Surveying,PLLC, dated November 15,2020. 5. Application fee of$250.00. I hope this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Since e Robei t E: errmann Coastal Management Specialist /khs Enc. i 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsu[tants.com environmental consulting I