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HomeMy WebLinkAboutTR-10124 Glenn Goldsmith, President _oo00�®� S®U� Town Hall Annex Vv �®A. Nicholas Krupski,Vice President �® �® 54375 Route 25 P.O. Box 1179 Eric Sepenoski188 Southold, New York 11971 Liz Gillooly Elizabeth Peeples ® Telephone(631) 765-1892 Fax(631) 765-6641 c4UNTV,� ' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2170 C Date: August 28, 2024 THIS CERTIFIES that the partial reconstruction, alteration, and renovation of existing 1 &2 story dwelling and appurtenances as follows(project meets Town Code definition of demolition): partial reconstruction, in-place(i.e., new roof and partial reconstruction of existing walls over existing deck/foundation,to remain), approximately 848sq.ft. one-story portion of dwelling and 1,081sq.ft.two- story portion of dwelling; removal of 56sq.ft. portion of dwelling; construction of 439sq.ft. waterside porch(within existing footprint of 514sq.ft. porch),with 5.5'x6.6' steps; construction onto one-story portion of dwelling a 16sq.ft. one-story addition,22sq.ft. one-story addition, and 283sq.ft. deck addition with TxT hot tub and 3.2'x4.F steps; construction onto two-story portion of dwelling a 37sq.ft. covered porch entry and a 128sq.ft. 1 &2 story addition in place of existing second floor enclosure/overhang and roofed-over patio; relocation of basement entrance and construction of 30sq.ft. stoop and 5.4'x8.4' steps; removal of garage overhang, renovation of garage and installation of 104sq.ft. stone apron in place of concrete apron; installation of 336sq.ft. pervious gravel patio, 222sq.ft. pervious patio, 86sq.ft. masonry patio, 4'x8'outdoor shower over stone pavers, various stepping stones, and concrete HVAC pad; placement and grading of approximately 50 cubic yards clean fill to raise grade up to one(1)foot, on waterside of dwelling; installation of 142 linear feet of masonry retaining wall(max. 3' high), along westerly property line; removal of existing trellis,timber retaining walls, and steps, installation of 30 linear feet of masonry retaining wall(max. 1.5' high), and placement of approximately 110 cubic yards clear fill to raise grade up to 2.5', on landward side of dwelling; removal of driveway and installation of new pervious gravel driveway with 396sq.ft. parking areas; removal of existing conventional septic system and installation of new UA sanitary system, installation of stormwater drainage system, ' abandonment of drinking water well; removal of overhead electric service, replacement of buried LP tank and generator, and installation of public water service, buried electrical service, and closed loop geothermal filed; removal and replacement in place of 4'x6'wood landing and 4'x6'wood steps to beach; and establishment and perpetual maintenance of area seaward of dwelling as a non-turf buffer area, At 495 North Parish Drive, Southold Suffolk County Tax Map#1000-71-1-5 Conforms to the application for a Trustees Permit heretofore filed in this office Dated February 1,2022 pursuant to which Trustees Wetland Permit#10124 Dated April 13, 2022,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the partial reconstruction, alteration, and renovation of existing 1 &2 story dwellingand appurtenances as follows (project meets Town Code definition of demolition): partial reconstruction, in-place(i.e., new roof and partial reconstruction of existing walls over existing deck/foundation,to remain), approximately 848sq.ft. one-story portion of dwelling and 1,081 sq.ft.two-story portion of dwelling; removal of 56sq:ft. portion of dwelling; construction of 439sq.ft. waterside porch(within existing footprint of 514sq.ft. porch), with 5.5'x6.6' steps; construction onto one-story portion of dwelling a 16sq.ft. one-story addition, 22sq.ft.one-story addition, and 283sq.ft. deck addition with TxT hot tub and 3.2'x4.1' steps; construction onto two-story portion of dwelling a 37sq.ft. covered porch entry and a 128sq.ft. 1 &2 story addition in place of existing second floor enclosure/overhang and roofed-over patio; relocation of basement entrance and construction of 30sq.ft. stoop and 5.4'x8.4'steps; removal of garage overhang,renovation of garage and installation of 104sq.ft. stone apron in place of concrete apron; installation of 336sq.ft. pervious gravel patio, 222sq.ft. pervious patio, 86sq.ft.masonry patio, 4'x8' outdoor shower over stone pavers,various steppingstones, ones, and concrete HVAC pad; placement and grading of approximately 50 cubic yards clean fill to raise grade up to one 1)foot,on waterside of dwelling; installation of 142 linear feet of masonry retaining wall max. 3'high), along westerly property line; removal of existing trellis,timber retaining walls,and steps, installation of 30 linear feet of masonry retaining wall (max. 1.T high), and placement of approximately 110 cubic yards clear fill to raise grade up to 2.5', on landward side of dwelling; removal of driveway and installation of new pervious gravel driveway with 396sq.ft. parking areas; removal of existing conventional septic stem and installation of new I/A sanitary system, installation of stormwater drainage system, abandonment of drinking water well; removal of overhead electric service, replacement of buried LP tank and generator, and installation of public water service, buried electrical service, and closed loop geothermal filed; removal and replacement in place of 4'x6 wood landing and 4'x6'wood steps to beach; and establishment and perpetual maintenance of area seaward of dwelling as a non-turf buffer area. The certificate is issued to NORTH PARISH DRIVE LLC owners of the aforesaid property. 41-- 4-j" Authorized Signature Glenn Goldsmith,President ®��'pF S®�� Town Hall Annex A. Nicholas Krupski,Vice President ® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly G � Telephone(631) 765-1892 Elizabeth Peeples ® a® Fax(631) 765-6641 C®UN-N,� ' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: v!4 � 2 U2A INSPECTED BY: Pee. W Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, haybale line/silt boom/silt curtain 1st day of construction '/ constructed Project complete, compliance inspection COMMENTS: Pya�u� i s cov pn ia A viM 0 X i n,l 1612-A 4 -6 'i nv e- Cyr 'CA-aP Ga mo a cal CERTIFICATE OF COMPLIANCE: Glenn Goldsmith,President ®f s0UT� Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski ex[ Southold, New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 COUNTY, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 14, 2023 Dave Cichanowicz Creative Environmental Design P.O. Box 160 Pec onic, NY 11958 RE: NORTH PARISH DRIVE LLC 495 NORTH PARISH DRIVE, SOUTHOLD SCTM# 1000-70-1-5 Dear Mr. Cichanowicz: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, September 13, 2023: RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit #10124 for the removal of black cherry trees and removal of weeds and locust saplings within the non-turf area; and for a proposed planting of native species within the non-turf area of Sweet pepperbush, Rosa Rugosa, Big blue stem, Lowbush blueberry, Pennsylvania sedge grass, Carex Albiran; Carex Divulsa, Blue fescue, switch grass and soft rush; and as depicted on the site plan prepared by Creative Environmental Design, dated August 24, 2023, and stamped approved on September 13, 2023. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, Glenn Goldsmith President, Board of Trustees ' Jd EXI5TING PRIVET ECI51ING�u55IAN ouvE , _ AREAS TO BE WEEDED N AID RE VEG WITH NATIVE O I TQ�D,F PAS !)j I . � CNT 5T LEYLAND CYPRE55 TO REMAIN DCI5TQJG 5rrTER 0� P 00 O AloN ftACK � 00 1REE5 TO BE ` REMOVED ' O 0 AIDN _ , ; PROP05ED NEW i O 7 NATIVE PLANTINGS O O T/0 O O WITHIN NON TURF AREAS NEW CONCRETE WALL -� : O \\DECK �� ;\ 0 �� � � _ ���= � SWEET PEPPEMU5 -I O D 0 R05A RUC-05A LOW13U5H BLUEBERRY 0 BIG BLUE STEM + PENNSYLVANIA SEDGE n RESIDENCE CAREX ALBICAN i= CARER 1)IVUL5A FROF05FD 12/14' WE5T. AR55 # O O BLUE FESCUE (REQUIRED A5 PER IgG4-6OR5 APPROVAL :� �— SWITCH GRASS FOR N�VV CONCRETE WALL ALONG PROPERTY LINFJ ! O 11 x: O SOFT RU5H 100' 5ET13ACK LINE •• \ ; O ' 6 r : co _ I " O Y \ JOHN 5w-r-r ' I •. A9r� NORTH PAR15H DR. • \ • _ ' I O. - O O� r \ ' • \ • . SOUTHOLD, NY 11971 5C114 1000-71-1-5 \ .r lA 3200 5F ' r ,-4 I I I ' I 1 I I I I I ' , I I I I I I I ' , I I ' I I ' , I I I I ' 1 I I ' I 1 I I ' I I i I I I I ' , I I I I ' I I I I ' I I ' I I ' , I I ' , I 1 I APPROVED BY ' , I BOARD OF I TRUSTEES TOWN OF SOUTHOLD ! I DATE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I Ecri= AUG 2 5 2023 NORTH Southoldbwn � Board of Landswpopean. LandscapeDes'ign . Davi'd Cichanowicz Revision Sw1e. ate:D - 10' lua ive nviromm'ghlflen a es n ICreati-ve En-vironn-lenta-11.IIPD ,esign Route 25, P.O. Box 160 Peconic, NY 11958 631-734-7923 creativeenvdesign@yahoo.com Southold Town Trustees August 25, 2023 Wetland permit# 10124 ECQ7 r�-- SCTM# 100.0-71-1-5 John Scoff 495 North Parish Drive AUG 2023 Southold, NY 11071 Project location: within non-turf area Board of Trustees___ Requesting an administrative amendment to permit Plan by Creative Environmental Design Plan showing actual locations and proposed amendments to permit. Location of: ** Removal of existing trees as denoted on plan affected by necessary new grading. Removal of I dead black cherry tree 9" cal. Removal of 1 black cherry severely leaning toward deck. Removal of weeds and locust saplings Re vegetate with native species plantings. Proposed planting list: Sweet pepperbush, Rosa Rugosa Big blue stem, Lowbush blueberry Pennsylvania sedge grass, Carex Albiran Carex Divulsa, Blue fescue, Switch grass Soft rush Note: all proposed planting to be native species only. All new plantings installed with Sweet peat, organic fertilizer i Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, --J 04Q :5—'q r 7 , .s owners of the property identified as SCTM# 1000- 71 — 1 — 5 in the town of �o0-t "O L'k"� ,New York,hereby authorizes -"tc "V-6316 to/L n Q,2,95 'l.-R(,�'1'�U1' 15W .P S 16d to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town e, Board of Trustees for this property. htt' s2fYJ roperty Omer' Signature Property Owner's igrnature SWORN TO BEFORE ME THIS_ _ _DAY OF ,20 PENNY LOUISE MAFFETONE NOTARY PUBLIC,STATE OF NEW YORK Notary Publ'c Registration No.01MA6402379 Qualified in Suffolk County Commission Expires December 30 2023 Gle=Uoldsmith,President 0�� -dG Town Hall Annex A.Nicholas Krupski,Vice President 0 54375 Route 25 Eric Sepenoski ,? P.O.Box 1179 Liz Gillooly �y • O�� Southold,NY 11971 Elizabeth Peeples �Ol �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: " UWompleted in field by: U14A Peebt,t_S Creative Environmental Design on behalf of NORTH PARISH DRIVE, LLC requests an Administrative Amendment to Wetland Permit#10124 for the removal of black cherry trees and removal of weeds and locust saplings within the non-turf area; and for a proposed planting of native species within the non-turf area of Sweet pepperbush, Rosa Rugosa, Big blue stem, Lowbush blueberry, Pennsylvania sedge grass, Carex Albiran; Carex Divulsa,,Blue fescue, switch grass and soft rush. Located: 495 North Parish Drive, Southold. SCTM#: 1000-70-1-5 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.: 34N-&i"VWAA 4 Present Were: G. Goldsmith N. Krypski E. Sepenoski L. Gillooly E. Peeples • :J'y.'ti i i. � +�-mow•r• t�t.:�. �' .""� s � - _ .may. �. -`3 � •f .1`` � ;: +• � -' fix; ' ��' i r t ONOW ,,,�;�,,,�.�.-. - � ''�� �..=+dee--,•w 1 /L,,._' , r�i�._,� \ e �•4� Y'• to �,.-,:; • 4 '�.� �` •'t1+i kl.�� + � �•v• 1 w�.�r. t. .... •t'(1'_11 � l�` -. . '. /^ �, .>' r$r �(..• / ` ,rte.• 'y, ��yy,, 't`�', .3��' i •tib+' �{ ,f 1 ,g•` rr'e - _� '� �:�f r `,ry1 ,� } .t ? ,11f♦TT ..r 14 r jf r ,)-t/�' � � 3J':��• � �i �ye1 r. VAN �� 'r �•4-,. i r � TA evr tt.,.-.s 1r /7`'•• t•\ - -w s• v r� � +. ' � � r � �►. 'r, �_ kk'� �� ,. � JININ .,. � � • d�� t-y ,.y ..:� � n"/f`� � r.' l'4���t•A,jt}iR.y � +, (�} :;',�`7't•�, Ir,� y.` ;� i�t'�p $•� Ir 20, Nr Yap- oos— VI— �"���'_ �••,R,1'eA� k'r•' • -i••. -Y f '� a k x� �.,_ f'F' s� -'1 .� i•,j*L � �• `/ `��1�rY�,a.! �-�yam'. ^may -..�rlr �! . /.. j,� ` �, r •C ';`' � ., of 1. y _ �: - SIS ;'•�— - i i 4 t :•. ;`tet g' +�i�•,."'�} a �, s .� d',.r4. �ydli. v _ ...,.., _ t- by ,� • -.r - ...f..,. ! ,�"���� rr � •.�. . - r Rr,.. ..lr � 1'•� � _ YJL '',,gg����. �"t i?'w ' i_:�� ��y�7�.+�r.�r..�r3 1.AP._ • tt+r, f 'y i ASN ( � a ��'+ �7! ?- tfyf a �. - + � '� i r � - � ��,'; til 'f � , r , �. •,fir' 4 � s Glenn Goldsmith, President "' Town Hall Annex } 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly i �..„ ��.. r� Telephone(631) 765-1892 Elizabeth Peeples PJM` Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 18, 2022 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: NORTH PARISH DRIVE, LLC 495 NORTH PARISH DRIVE, SOUTHOLD SCTM# 1000-71-1-5 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 17, 2022: RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a Transfer of Wetland Permit #10124 from John & Lynn Scott to North Parish Drive, LLC, as issued on April 13, 2022. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please contact our office at (631) 765-1892. Sincerely, 'JE"' .4" Glenn Goldsmith, President Board of Trustees Glenn Goldsmith, President � 1111CL" A.Nicholas Krupski, Vice President ''; Town Hall Annex Eric Sepenoski ' 54375 Route 25 Liz Gillooly ` P.O. Box 1179 Elizabeth Peeples ? ` "+ Southold,NY 11971 Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field inspection Report Date,+Time: I Completed in field by: , En-Consultants on behalf of NORTH PALISH DRIIA , LLC requests Wetland Permit#10124 from John & Lyon Scott to North Pari re Transfer of issued on April 13, 2022. Located: 495 North Parish Drive, Southold, SCTM#, 1000-71-1-5 15 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound gay Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Administrative Coastal ErPre-Submissosi Emergency on Amendment i Notice of Hearing card posted on property: Yes on Violation Info needed/Modifications/Conditions/Etc.; No Not Applicable S Present Were: G. Goldsmith N. rupski L. Gillooly E. Sepenoski E. Peeples Michael J.Domino,President ��° ` Town Hall Annex 54375 Route 25 John M.Bredemeyer III,Vice-President ° , ",^, � P.O. Box 1179 Glenn Goldsmith ty Southold, New York 11971 A. Nicholas Krupskir,r Telephone (631) 765-1892 r^` Fax (631) 765-6641 ... . ,. � eouw JUL 6 2022 DD O D OF TOWN TRUSTEES utholdl ___T TOWN OF SOUTHOLD So 7 Board a L' '°F ,,..... _..., of T,ss.. APPLICATION FOR A TRANSFER OF A WETLAND PERMIT and COASTAL EROSION MANAGEMENT PERMIT DATE July 5, 2022 OWNER North Parish Drive, LLC PHONE 914-582-1373 MAILING ADDRESS P.O. Box 204 Mt. Kisco NY 10549 AGENT En-Consultants PHONE 631-283-6360 ADDRESS 1319 North Sea Road, Southampton, NY 11968 PROPERTY LOCATION 495 North Parish Drive, Southold TAX MAP NO. 1000-71-1-5 I/We En-Consultants for North Parish Drive LLC request a Transfer of Permit#1 Q124 from John & Lynn Scott h Signed By: Robert E. rmann, Coastal Management Specialist EN-CONSULTANTS PERMIT TRANSFER REQUEST July 5, 2022 Town of Southold Board of Trustees D EC E BVVEE -D Post Office Box 1179 2(y LD Southold, New York 11971FRI JIM. W Attn.: Elizabeth Cantrell L—Siu—mw TOW Re: Wetland Permit#10124 495 North Parish Drive, Southold Wof SCTM#1000-71-1-5 Dear Board of Trustees: Please accept this letter as a request to transfer the above referenced permit from John& Lynn Scott to the current owner, North Parish Drive, LLC, whose address is P.O. Box 204, Mt. Kisco, NY 10549. An application for Transfer of Permit, transfer fee of$50, Operating Agreement of North Parish Drive, LLC and copy of the deed are attached. Sig oly, Ro e ` ". Herrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 f 631.283.6136 www.ericonsultant.s.com environmental consulting r � !//� � � idyl Vr �l✓�sa���r �� ur r KRUL z Of.u&VD Srr LAMERS ONLx ✓ 1 a� to � ,✓r�✓/,�a (J f n r oa r�a n r f�r?�l� r'"gid r"8'„' /"(r, @ �a✓!��✓ g s "✓"'�' `' •`- ,' tehrfrSatrdtt hnd l,'ynn SOatt,Hoslxand and Wife reskling at at0 North Parish Drive,Southold,New York 11971 0 parly,df tfae fat pati,and `North'Parfsh Drive,LLC residing at PO BOX 204,ML t0seq New Yolk 10549 party of the saoond part., WfTN�E53ET'H that akte arF7r6y of the finua'span„in rxns od0rafkrra nt Tori r°Xittim and oftr uddua�ble�rnwwstdreation Paid by the party of the second part,dries hereby grani,ano relaase uawte the porter of the seaand part„tho hairs of ter c ss¢rts and assiipn9 of the Party Of thtr ze rnd Part terev0a„ r u K U ALL thatcera un plop,piece ior parcei of land,with Ove boriildings and lniproaamrtnts duaaeen,areded„srtGate.lying and using In Me County at SUFFOLK H and Stale of Na w York 6oundad and descHbod as follows-, C ittlN FN I�4� ERET „� rsri!1�r � r� � r"�l��i��r'ii�`ldjal✓'��r�Pa}�r�����frmr!t�` � 1�r���'ra�arbyr a !a°'�r riwi���y� ✓�i~�rla i�'�ra,i�� Wn i�r/r`�fr f l� r oak 49S(NottParish Drlva„Southold,New York 11971 V y % sao� ar?Nra ort �' tilt400 S S te, tad as,0 01fA12020 and recorded on 03103ft020 fn Liber D00913959 at a dtay° ,� �� irr ttpa c)pfl . l Clark of the county of Suffolk. Said Premises baing Intended for Resldential Use TOGETHER with add fight,Ohre and interest.p'arty,0 the party of the first pert irr and to any sr ears and Roads steaatkinlg than above described prernlsaa to tate center 9iinos tharaof°TO(5 rHER w4h the aiViu tenaMeS aawd alt 010 e510d0 and nghta at the party 0f the,first part in and to said prarnisasf TO HAVE AND TO HOLD the premises heiea n granted unto the puny at the seeor4 part,the halt$of suo"ors rand assigns of the party of the sewnd pan forever. AND the party(1 the first part covenants that the party of the first part has not done or suffered anything whereby the said pre.mldras haae been encumbered inany way whatever,except as aforesaid. AND the early of the farM part,in mmiphunra with Seco,13 of the Lisa Law, that.The P4fy of We First pan wifi tar0+elve the eonsitderotion for this mriveyance and will Could the right 10 recoup such ounsideratlon as a InM� u nd to be applied first for fdra purpose 01 poyong the cost of than In'timvemeni and vutlf appiv the same @lad to the payment cost of hitt tarps e d bofawro using any pard of tfve tut,11 0(the e crania for any otimef purpe$o, The waid`party"$11all be Construed as of If read"parties"whene a the s srr of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duty executed this deed the day and year first above written. IN PRESENCE OF: , n Scott, �' L ynn Scott ! "K irr"akr1�ilii ...." ., ,; 'p r ," ,'o, << b" , n ,,,,,`r i r,�� a�,,�J "i rl�� iq✓X7��ruf l� ���r�,,, U14�+N + y ��b�j 4 �F �✓+i r i a � � //y�Wi����i ry t�+��y�,�p,��iZ� r p ,, �n IC+a r 1021 before rrYr.The w �✓1 '� dm!1s ���II�, � � i � dir r + �r ✓ zE!r �° r rro a" f .J, �Yt Rai N+a'ftlad Rha, Me of i� q� lea �' w!a? s��hs ur gwrty+r�Gp ate aw'aIrm 1uka tM r ° � °� rrrgRa�is � azad a (s)who m @IiaalnR rara �+ewRadq an �;i � d+�ss�sutr�ron4re4 kb Iha rowbY?afn,awearourunam9 kunsS er9CnrtrwrJgt*d to axecuRa tl ihws s,ettura b� adaG'pswrriCYruiw rnr fhaq krotahwihoy urwssculea Me mime div fftlhejdM,1 er s rosy on the �� "!a�lR ��R';era1 IMrat,�^ k�ralhesr s90rnapr�vetst was Gh«G � I end.that �rr I Rmaad dbltr4+erCt7k�alr rnHr �,� �rlat� rtprfNePlt,pfor� emd ua reoats.d ptlta ddnlzGtauarenLo'hetu®Mf of wPuw�ti, that atv6dua s G oct*OPPA(s), ner tra�ipo behalf of which 4kma dn4iwialwaaR` rr�' C w llWl i�' w 10 + s3 namure anw-- R�0 � odf! ulcfu;�N%Er1�Iitgac&r4t�awtlrrt�6ttand � n.. kmkGn Iaakercr�rdeelgrn�nG� � r r � �Csfl wiaquvwa e�iad�a� W Z �P>IWta �� , �A 5y�N4�1 NPAAaA�r Mf J ! y !� I. hyAb1�YW�XIIJ',1yp✓p , Wt'N r .. rn W• '�'ry��... ...+ ���''.. d1nY" rr+�aY,rrY r � jrik+ � ����"�+4N'��"fl��' �'��"� '•�',�+" ��l� '��ry'��P N it r i z`+�� Y a IY (� �fi q dry l�a „ +s.rwrrli�uwtra a " r + r5 Jiy"; r 4 � pbWtA SECTION 071.00 1Nw'F(�R,AP+ITO,. S CTS BLOCK 01.00 LOT COUNTY OOAR T49WN OF SUFFOLK /Y 3 1 G L New S 'f T" r ,� r� a�6N Y !�u �a e ti �r 9 rth Parish rive,➢t Recorded at Request of ' vrlT(. -4Y r + RETURN BY MAIL TO: Nardi Parish Drive,LLC PO Britt204,Mt.Kisco New York 14040 s �N 9, � IfM16— r c .,!„ ,ir,'%,"`���.,,rr'd!✓%,'lrirr"I; >A''),rrr�m��rtpPlh' �!.'.(,����,." „, Glenn Goldsmith, President fif S0 � Town Hall Annex A. Nicholas Krupski, Vice President ®® ®�� 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Elizabeth Peeples Telephone(631) 765-1892 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 111 day of construction % constructed When project complete, call for compliance inspection; en '4Fo Sku°.`"� .;%" r�°�o°p®oe� _ ',_�'" °e•®e$e t t;,,, + a, c'�a{ a" aae gs' .. a'a,rs k a" .� '+q4§ S qq�'h b T• - ,e� Bi•d°ap+�., -.. �",°cA"i °A�y�o`*° -- -•' •®�'"'@a oboe$� � "�,��i���°s�•� �. '. �. T�.��1 '�LY'{�bbrrr a +�S�R'"„�".•e .-r�'3NJ°�k.4.d.`"��.,t"t�'�'� '"rr�, .4 °. ° r x n u•&,.•��ueu��� v �y,i7 n!�°6:£:F1�' ..a i v,E6t`..� �!�;• w +,'�YN,�rr. r,°'',7°,,k w f BOARD OF SOUTHOLD TOWN TRUSTEES aY SOUTHOLD,NEW YORK « `� - r PERMIT NO. 10124 "f DATE: APRIL 13,2022 a ✓4� s ISSUED TO: JOHN& LYNN SCOTT k^ PROPERTY ADDRESS: 495 NORTH PARISH DRIVE SOUTHOLD Y -. SCTM#: 1000-71-1-5 AIJTIIORIZATION � r "qa .ag, 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 April 13, 2022, and in consideration of application fee in the sum of$250.00 paid by John&Lynn Scott 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 partially reconstruct, alter, and renovate existing 1 & 2 story dwelling and appurtenances asr follows(project meets Town Code definition of demolition):partially reconstruct,in-place(i.e.,provide new roof and partially reconstruct existing walls over existing deck/foundation, to remain), approximately 848sq.ft. one-story , portion of dwelling and 1081sq•f. two-story Portion of dwelling; remove 56sq f. Portion of dwelling; construct 439sq.ft. waterside porch (within existing footprint of 514sq.ft. porch),with 5.5'x6.6' steps; construct onto one-story Portion of dwelling a 16sq.ft. one-story addition,22sq.ft. one-story addition, and 283sq.ft. deck addition with 7'x7' R hot tub and 3.2'x4.1' steps; construct onto two-story portion of dwelling a 37sq.ft. covered porch entry and a 128sq.ft. 1 &2 story addition in place of existing second floor enclosure/overhang and roofed-over patio; relocated g basement entrance and construct 30sq.ft. stoop and 5.4'x8.4' steps; remove garage overhang, renovate garage and .., install 104s •f. stone apron in place of concrete apron; install 336s •f. pervious gravel patio, 222sq•f. pervious ^, tbb patio,86sq.ft. masonry patio,4'x8' outdoor shower over stone pavers,various stepping stones,and concrete HVAC , ,aa pad; place and grade approximately 50 cubic yards clean fill to raise grade up to one (1) foot, on waterside ofdwelling; install 142 linear feet of masonry retaining wall (max. 3' high), along westerly property line; remove », g existing trellis,timber retaining walls,and steps,install 30 linear feet of masonry retaining wall(max. 1.5' high),and place approximately 110 cubic yards clear fill to raise grade up to 2.5', on landward side of dwelling; remove c, driveway and install new pervious gravel driveway with 396sq.ft. parking areas; remove existing conventional septic pf. system and install new I/A sanitary system, install stormwater drainage system, abandon drinking water well, remove overhead electric service, replace buried LP tank and generator, and install public water service, buried qtr electrical.service,and closed loop geothermal filed; remove and replace in place 4'x6' wood landing and 4'x6' wood steps to beach; and to establish and maintain area seaward of dwelling as a non-turf buffer area; and as depicted on f ; A10 the site plan prepared by Barrett, Bonacci & Van Weele, PC, last dated March 24, 2022 and stamped approved on April 13,2022. tf 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 13th day of April,2022. j 01 __• �v z� C* at 1 t u'�WAMA. .. e�r /ta'e5.r'C�h'M'420"",ic � ° ��� i @ 6anA° z`'' �""�"+96s,�A �V�; � �2oeg, �0 i B • or �@ m•�R�a gS aae G a� '� a� 4° j ' n :o °�.,a m. •_ r ' Ro.n°" .'•. :� °c4__��°8. r_�x i`' o'+,q„�,!S."�g°'rCm°F� '';, '^ea�4 o�$�frPt�p° +fi :a�f4�{pd°b s::; A.•.m�A��afa b��a TERMS AND CONDITIONS The Permittee,John&Lynn Scott, residing at 495 North Parish Drive Southold New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages, or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months, which is considered to be the estimated time required to complete the work involved, but should circumstances warrant, request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation, the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment 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 ®F S0/1). Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric S ki [ low Southold, New York 11971 Liz Gillill0000ly �, Elizabeth Peeples ® Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 15, 2022 Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: JOHN & LYNN SCOTT 495 NORTH PARISH DRIVE, SOUTHOLD SCTM# 1000-71-1-5 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, April 13, 2022 regarding the above matter: WHEREAS, En-Consultants on behalf of JOHN & LYNN SCOTT 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 February 1, 2022, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy 6.3 of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: reduction in the amount of fill, relocated retaining wall; and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on March 16, 2022 and April 13, 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, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees approve the application of JOHN & LYNN SCOTT to partially reconstruct, alter, and renovate existing 1 & 2 story dwelling and appurtenances as follows (project meets Town Code definition of demolition): partially reconstruct, in-place (i.e., provide new roof and partially reconstruct existing walls over existing deck/foundation, to remain), approximately 848sq.ft. one-story portion of dwelling and 1,081 sq.ft. two-story portion of dwelling; remove 56sq.ft. portion of dwelling; construct 439sq.ft. waterside porch (within existing footprint of 514sq.ft. porch), with 5.5'x6.6' steps; construct onto one-story portion of dwelling a 16sq.ft. one-story addition, 22sq.ft. one-story addition, and 283sq.ft. deck addition with 7'x7' hot tub and 3.2'x4.1' steps; construct onto two-story portion of dwelling a 37sq.ft. covered porch entry and a 128sq.ft. 1 & 2 story addition in place of existing second floor enclosure/overhang and roofed-over patio; relocated basement entrance and construct 30sq.ft. stoop and 5.4'x8.4' steps; remove garage overhang, renovate garage and install 104sq.ft. stone apron in place of concrete apron; install 336sq.ft. pervious gravel patio, 222sq.ft. pervious patio, 86sq.ft. masonry patio, 4'x8' outdoor shower over stone pavers, various stepping stones, and concrete HVAC pad; place and grade approximately 50 cubic yards clean fill to raise grade up to one (1) foot, on waterside of dwelling; install 142 linear feet of masonry retaining wall (max. 3' high), along westerly property line; remove existing trellis, timber retaining walls, and steps, install 30 linear feet of masonry retaining wall (max. 1.5' high), and place approximately 110 cubic yards clear fill to raise grade up to 25, on landward side of dwelling; remove driveway and.install new pervious gravel driveway with 396sq.ft. parking areas; remove existing conventional septic system and install new I/A sanitary system, install stormwater drainage system, abandon drinking water well; remove overhead electric service, replace buried LP tank and generator, and install public water service, buried electrical service, and closed loop geothermal filed; remove and replace in place 4'x6' wood landing and 4'x6' wood steps to beach; and to establish and maintain area seaward of dwelling as a non-turf buffer area; and as depicted on the site plan prepared by Barrett, Bonacci &Van Weele, PC, last dated March 24, 2022 and stamped,approved on April 13, 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 truly yours, b Xold `fh President, Board of Trustees GG/dd DRAINAGE CALCULATIONS LEGEND EX/STING PROPOSED TO BE REMOVED PER TOWN OF SOUTHOLD REQUIREMENTS,STORAGE PROVIDED FOR A 2"RAINFALL PROPERTY LINE -- CONCRETE GALLEYS PROVIDE 32 CF OF STORAGE PER IIF. PECONIC TR/BUTARY AREA 1 BAY WALL = _ _ _ _ _ `' ROOF (NW POR AGN) - 699 SF x 1.00 x 2/12 FT = 117 CF BUILDING Q ROOF (SE PORAON) - 751 SF x 1.00 x 2/12 FT = 125 CF -off- \ �\• .S �� j�� ^ PA 770 DECKS - 168 SF x 000 x 2112 x /12 FT = 28 CF SITE OVERHEAD WIRES - - .�" STEPS - 165 SF x 1.00 x 2/12 FT = 28 CF z ELECTRIC LINE -£ £- `36ry c0 A U/ 1 C WATER MAIN W °'�� "�-`- Nlc ^ STORAGE PROVIDED: _ WATER SERVICE W I ` �Myw �\,, EIV-CONSTANTS' ONNDS BOUNDARY, 8A 6-2020,, EQUALS MHW 331 CF/32 CF/VF = 10.4 VF r AS DEYERMINED BY U3 / F� 1 PRO VIDE (4)-J' HIGH GALLEYS 384 CF 4 �"J l N ORI VE UTILITY POLE `� ���'• EX/STTNG 6'x4' WOOD STEPS AND 6x4' WOOD LAND/NG TRIBUTARY AREA 2 ( ) Y ARD or I RUSTEES SPOT ELEVA77ON +95.43 +94.50 �, �• �O r0 BE REMOVED AND REPLACED (IN-PLACE) ROOF (NE PORAON) - 636 SF x 1.00 x 2/12 FT = 106 CF N �� SQ! lT�OLD 9�- s�- T Sr( 13 PA n0 - 254 SF x 1.00 x 2/12 FT = 42 CF O CONTOURS �' �' ` O£OF N ARM � PROPOSED GRADE LEVEL STEPS - 184 SF x 1.00 x 2/12 FT = 31 CF p� �o 0-W, �IM/T OF .P % OUR �. STEPPING STAVES (TYR) AL STORAGE REQUIRED: 179 CF DATE SOIL BORING ° �� 00 BCH ^ _.._._._! _ SEE TRIBUTARY AREA 1 O ° op�oU n`O �0 AREA SEAWARD OF PROPOSED GRAVEL STORAGE PROVIDED. PERVIOUS PA VERS' PROPOSED (4) CONCRETE LEACHING GALLEYS o U ery p ° � �� � 0 � \ PATIO 70 REMAIN AS NON-DISTURBANCE 179 CF/32 CF/VF = 5.6 VF RIM. 80 � g \n nQ �°O O� 1.rO\Q• �� ? 3 REMOVEDOO E�'/SANG VEGETA nON r0 B£ PROVIDE (2)-3' HIGH GALLEYS (192 CF) CONSTRUCTION NOTES EX/SANG 37.5 SF POIRAON OF EXISANG i e)° y - SCREENED PORCH 70 BE REMOVED Abp 0 0 TR/BUTARY AREA 3 1. ALL MATERIALS AND METHODS OF THE CONSIRUC770N SHALL IO,I,L, PLACE APPROX. 50 CY FILL Til RA/SE CONFORM IA INE STANDARDS AND SPECIRCA CNS7R C77 OF THE '� p GRADE A MAX. OF 1 FOOT. ROOF (SW PORTON) - 1,076 SF x 1.00 x 2/12 FT= 179 CF TOWN OF SOUT7-/OLD AND ANY OTHER AGENCIES AS OP 1 PROPOSED 336 SF OUTDOOR SHOWER - 1, SF x 1.00 x 2/12 FT = 5 CF KEY MAP APPL/CABLE. NEW 6-8"x5=5" Wi70D STEPS EX7EIVD 70 PORCH WALL ew e.o OF � a GRADE LE PER GRA VEL PA 770 TO DR/VEWA Y - 1,41f SF x 1.00 x 2/12 FT= 235 CF -� NK STONE APRON - 104 SF x 1.00 x 2 12 FT = 17 CF SCALE. 1' = 200' 2. ANY DAMAGE TO THE PUBLIC RIGHT OF WAY OR NEIGHBORING $ °O BE CONS7RU FA o PLACE OF£XVSANG / PROPERAES AS A RESULT OF CONS7RUC770N AC77V777ES I � r r ew zo M/N. � 670 SF BR/CK FA no TO BE REMOVED STEPS & PAVERS - 272 SF x 1.00 x 2/12 FT = 45 CF SITE DATA NEW 4-2 x3-3 WOOD STEPS TOTAL STORAGE REQUIRED.- 481 CF SHALL BE IMMI DIA TEL Y REPAIRED AT 7HE I ` - -� SEE 7R/BUTARY AREA 2 CON7RACTORS,//NSTALLER EXPENSE TO THE SA77SFAC77ON OF EUSANG BR/CK PA 770 70 BE REMOVED 8 ?eo,Q PROPOSED (2) CONCR£7E LEACH/NG GALLEYS OWNER/APPLICANT................................. JOHN SCOTT THE TOWN ENGINEER. RIM.- 7.9 STORAGE PROVIDED. 9 DEER CREEK LANE ew s o -o MKISCO, NY 10549 J. DURING CONSTRUC770N, THE CONTRACTOR IS RESPONSIBLE TO PROPOSED 334 SF WnOD DECK ADD/nON 6 T.,o 37.5 SF POR77ON OF EVSnNG 481 CF/32 CF/VF_ = 15 VF PROVIDE SITE SECURITY BY MEANS OF 7FMPORARY FENCING '� �so, � o SCRE£IVED PORCH 70 BE RE7l/OVED PROVIDE (4)-4' H/GH GALLEYS (512 CF) S11F ADDRESS ........................................ 495 NORTH PARISH OR/VZ� LOCKS, ETC. T7 AVOID 7RESPASS/NG DURING HOURS WHEN I ew�o ,ry ��a � a� 5' 0;' SOUTHOLONY 11971 WORK IS NOT TAKING PLACE. 15. I M ''� s !z 1R/BUTARY AREA 4 S I/ 20' DR/VFWA Y - 1,387 SF x 1.00 x 2/12 FT = 231 CF LOT AREA 29 330 SF (0.67 AC) 4. PROJECT DEMCL177ON INCLUDING REMOVAL OF EX/STTNG O I PROPOSED 22 SF 1 S1DRY ADD/nON 0� ?S, `�s � . 177 8J FACIL/7TES, IS SYSTEMS, RETAINING WALLS AND OTHER s '��'�S'>b NEW 8_5 X5=5" *DOD STEPS EX7FND TO PORCH WALL STORAGE PROVIDED: USE ......................................................... SINGLE FAMILY RESIDENCE DRi S7RUC7URES, S TO BE PERFORMED IN CONFORMANCE WITH ,q PROPOSED 28 SF BILCO DOORS s ro > t �s�q� 07T/ER APPROONS OF THE TOWN OF EAST HAMPTON AND ALL RF 'hs '�Py o I O PROPOSED 30 SF RA/SED WOOD STOOP /N PLACE OF BILCO THE REGULA 71G q o E s A 'RIA IF AGENCIES. THE CON IRA CTOR IS giQF EX/SANG CHIMNEY Tn RE7rlA/N RF sn r pc 8 i DOOR 231 CF 32 CF1V` 7.2 VF RESPONSIBLE FOR OBTAINING ALL PERM/TS FOR DL-MOL177ON I 'q C 'S O 0;%& PROVIDE (4)-2' HIGH GALLEYS (256 CF) AND DISPOSAL OF EXISTING STRUCTURES AND MATERIALS. I I PROPOSED AC EQUIPMENT PAD Ar GRADE RF 44p" �NZ'N�, , PROPOSED 86 SF AT GRADE MASONRY PATIO , GROUNDWATER MANAGEMENT ZONE........ IV PROPOSED 128 SF' 1 & 2 STORY ADD/nON Bw s o ,� �snH '�� psl,�U&yF4, eF I (EL f8.5) 5. AT NO TIME SHALL DEBRIS BE BURIED ON THE SITE. ALL /N PLACE OF EX/ST. 2ND f7.OR OVERHANG & " Uy °�,� qn SnN 1y R �J I R'M fa.5 NOTES UNSUITABLE MA7FRIAL AND DEBRIS SHALL BE DISPOSED OF S_c a OF PROPOSED 16 SF 1 S70RY ADD/nON /N ACCORDANCE WITH TOWN, COUNTY, STATE AND fEDERAL Roof ED OVER PA 117 B£REMOVED 1 •3 4V ,p cR 1. 7N/S PLAN REFERENCES A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY AREA 3 FF ° Y s Q� i e R 6 I KENNETH M WDYCHUK LAND SURVEYING PLLC, LAST DATED APRIL 1, 2021. LAWS, CODES ,4N0 ORDINANCES. PROPOSED AT GRADE STEPPING <Ho o?a� 'GHJ *> >°44S �,' j:t, I STONE TYP. RIM.*&5 3 'zsVoY 19 0' 56 SF PORnON OF EXISTING OWFLUNG TO BE REMOVED 2. REFER TO BUILDING PLANS AND PLOT PLANS BY MERYL KRAMER ARCH/1FCT LAST 6. WHERE FILL MATERIAL IS REQUIRED, IT SHALL CONS/ST OF ( ) 1p0' S 4 ?4• 'Qc� 1v �bn� �% . CRUSHED STONE OR BANK RUN SAND AND GRA VEL FREE I I ACK p est' �� �t-1�`4 FROM ORGAN/C OR O1NER UNSUITABLE MATERIALS. INE I SAN C.O. oc a47 O PORnON OF EX/SANG HOUSE WI7N/N SIDE YARD REVISED MARCH 18, 2021, FOR ADD/170NAL BUILDING /NFORMAnON. •4pN Zb ENGINEER RESERVE'S THE RIGHT TO REJECT ANY UNSUITABLE RIM -'8.5 ►� p o ?S,S,p M A e ° MATERIAL BROUGHT ON S(7E FOR USE AS FILL. OUTLET/NV 16.5 00 4T � o o r �O 6 PROPOSED UNDERGROUND PROPANE TANK EXISTING LOT COVERAGE J. LOCA nON, CONNECADN AND SPEClf7CA ADNS OF GEOTHERMAL WELLS BASED ON A ii nqy tv (APPROX.. 1000 GAL.)(40"0x16) PLAN PROVIDED BY MILLER ENVIRONMENTAL GROUP INC. ON SEPTEMBER 13, 2021. (CONTRACTOR TO VERIFY N 8.0 ?Ebsn 7 ?7 A' �, CALCULA AGNS PROVIDED BY MER YL KRAMER ARCH/1FCT. 7. PLACE 7RENCh' BEDDING AND BACKFILL MA7FRIALS IN LAYERS EX/SANG INVERT) `' 11 �Tp S Nc �3. � y 12"/N THICKNESS WHEN USING HEAVY I eF24?, s?e EXISTING GRAVEL DRIVEWAY TO BE REMOVED 4. SITE /S LOCATED WITHIN FEMA FLOOD ZONE X AS SHOWN ON fFMA MAP NOT EXCEEDING, ti Tq- R Cq LOT COVERAGE (IOWA( OF SOUTHOLD BUILDABLE LAND,) 3610JC0166H EFF. SEPTEMBER 25 2009. " AREA BETWEEN PROPOSED RETAIN/NG WALL 3 �OF�oOFNp qq • r • r COMPAC77ON EQUIPMENT OR 6 WHEN USING HAND OPERA7E0 I I p � / PROPOSED 4-0 x 8-0 OUTDOOR SHOWER W BASED ON AREA LANDWARD OF LIMIT OF BEACH 26,222 SF AND WESTERLY PROPERTY UNE 1D BE / y / ( ) EQUIPMENT. COMPAC77ON SHALL BE 95X MODIFIED PROCTOR I LANDSCAPED/PLAN7ED WITH VEGEMPOIN N� 'mac 'D f10 R ONE PAVERS AT GRAD VIDE 55 GAL DRUM 5 EX/SANG UAL/nES AS PER PRECISION�N Sy, NF s / . -+ ST E. (PRO ON MARKOU7S, INC DA TSD JULY 11, 2020. DENSITY AREA 4 (NAnV�PLANTINGS ONLY WITHIN 75'OF MHW) ew tso ii p ooHk� N I STORAGE UNDER SHOWER) DWELL/NG. 2,091 SF 8. THE CONDTACT'OR OR INSTALLER !S RESPONSIBLE FOR THE EXISANG 5 BEDROOM SANITARY SYSTEM 7D BE i ?4 sJ S ry R �� ' PROPOSED 222 SF NDS TUFFTRACK PERMEABLE GRASS SCREENED PORCH. 514 SF 6. ALL ROOF LEADERS TO BE CONNECTED TO S/1F ORA/NAGE SYSTEM. SEE REMOVAL OF ABANDONED U77LITY SERVICE CONNEC77ONS AND ABANDONED TO SCDHS STANDARDS h 8.5+ PAVER PA n0, 18=6 X12=0" GARAGE W/2ND FLOOR OVERHANG.- 600 SF ARCHl7FC7URAL PLANS FOR ROOF DOWNSPOUT LOCA77ONS THE COORDINATION OF THE INSTALLA77ON OF NEW SERVICE I I ^ P CONNECRONS, AND SHALL COORDINATE AND INSTALL ALL �- NEW GENERATOR TO REPLACE EX/S77NG TOTAL EXIS77NG COVERAGE. 3,205 SF OR 12.29 7. PIPE MA7FR/ALS SHALL BE AS SPECIFIED BELOW, UNLESS OTHERWISE N07ED ON THE PLAN.- WORK WI7N THE APPROPR/ATE UTILITY COMPANY. -- - PROPOSED M OWTS CONTROL PANEL PROPOSED 37 Sr COVERED PORCH " O p yi i. LOT COVERAGE (NYSDEC ADJACENT AREAS ROOF DRAIN PIPE - 4 DIA. DR-18 0 19 MIN. 9. THE CONTRACTOR OR INSTALLER IS DIRECTED TO VERIFY THE / d- `^ / EAIS77NG OVERHEAD ELEC7R/CAL ONES 70 BE BUR/ED, BASED ON IMPERVIOUS SURFACE AREA LANDWARD OF MHW (2' MIN. COVER) (1' MIN. COVER IN LANDSCAPE AREAS) LOCA 77ON OF ALL U77LI77ES PRIOR TO BEGINNING WORK, AND t9.2 POLE TO BE REMOVED. (29,330 SF) TO TAKE MEASJRES AS NECESSARY TO PR07FCT ALL ® /� ::. Mf N U77UTE5 IN7FA/DED TO REMAIN IN PLACE. RELOCA77ON WILL TRIBUTARY MAS EXISnNG nMBER RETA/N/NG WALLS TO BE RE�IOVFD z M � I CONTRACTOR 70 COORDINATE WITH LOCAL U77UTY J 10.:." W ( DWELLING. 2,091 SF BE COORDINATED BY THE CONTRACTOR WI1N THE SCALE 1' = 60' 2- IE3T { M/%y :: � COMPANY.) SCREENED PORCH.- 514 SF APPROPRIATE U&ITY OWNER. .r HatE - / PRECAST CONCRETE STRUCTURE NOTES: EX/SANG 77MBER S7EPS & 7RELLIS 70 BE REMOVED � PROPOSED AT GRADE S7FPP/NG S70NE GARAGE W 2ND FLOOR OVERHANG. 600 SF `� , i -:I:.:.::. W v WOOD WALKWA YS.- 381 SF 10. THE CON772ACTOR OR INSTALLER IS RESPONSIBLE TO SECURE N• ALL NECESSARY PERY17S• PRIOR TO COMMENCING WORK. PROPOSED HYDRO-ACnON FIBERGLASS AN50 BW fso 50�EXP. TIMBER S7FPS.• 90 SF 1. ALL PRECAST SIRU07URES SHALL INCLUDE SUFFICIENT S7FEL W7H HELICAL PILES ( CI5 BEDROOM CAPATY) h I \ BRICK PA 770.- 670 SF REINFORCEMENT FOR 7FMPERA711RE AND SHRINKAGE, TRANSPORT, AND rl. . r. BILCO DOOR.- 25 SF TO ALLOW THE S7RU07URE TO WITHSTAND AASHTO H-20 LOAD/NG AT CUT/FILL ANALYSIS PROPOSED ORENCO PUMP AND BASIN RIM ELt8.2 I C GA W GARAGE APRON. 104 SF THE COVER COND/nONS SHOWN ON THE PLANS I ::: PROPOSED STONE ST270P & STEPS I 1 BASED ON THE ,EXISANG TOPOGRAPHIC INFORMA nON PROVIDED "BY DINERS" /N (SEE CALCULA77ONS AND DETAIL) M ROOF OVERHANG AT GARAGE 727 BE REMOVED TOTAL EXISTING COVERAGE• 4,475 SF OR 15.290 2. ALL SHOP DRAWINGS AND GRILL SHEETS FOR PRECAST CONCRETE COMPARISON TO THE PROPOSED GRADING AND DRAINAGE PLAN PREPARED; ews.o �' `? ::` STRUC7URES SHALL INCLUDE MANUFACTURER'S CERAFICA77ON THAT NEW 104 SF STONE APRON TO REPLACE CONCRETE. APPROX/MA;F NET CUT/FILL IS 310 CUBIC YARDS CLEAN SANDY FILL TO BE I a,:..:., .: PROPOSED LOT COVERAGE THE S7RUC7URES ARE DESIGNED TO WITHSTAND THE LOADS NOTED 7RUCKED /N FROM AN APPROVED UPLAND SOURCE" ) I !::: P, I EX/SANG BUR/ED LP TANK TO BE REMOVED ABOVE PROPOSED MASONRY RETAINING WALL I : CALCULA IONS PROVIDED BY MERYL KRAMER ARCHITECT. LEACHING GALLEY DATA APPROXIMATE 142 LF, MAX. 3T HEIGHT LV 6 PROPOSED INfXTRAMR QU/CK4 STANDARD CHAMBER J. ALL PRECAST SRIC7ZIRES SHALL BE MANUFAC7URED WITH 4000 PSI 0 INSTALL (3) ROWS 2.83' WDE X f24LF (72LF 70TAL, LOT COVERAGE (TOWN OF SOUTHOLD BUILDABLE LAND) /28 DA Y STRENGTH CONCRETE k NOT INCLUDING END CAP INSTALL DISTAL HEAD 77J BASED ON AREA LANDWARD OF LIMIT OF BEACH (26,222 SF) INTERNAL DRAIN WALL INTERNAL VOLUME APPROX. DRAIN OPENINGS WEIGHT SEF 7R/BUTARY AREA 3N 5 BE INSTALLED AT END OF EACH ROW. SEF SHEET 2. WALL HGT. AREA SF Lb. 1 I ' � ) CF GAL. TOTAL SIZE ANGLE � � PROPOSED (4) CONCRETE LEACH/NG GALLEY 6 � I DWELL ING• 2,623 SF 1'-0" 17.0 32 239 12 3/4" X 6" 14 DEG. 4,150 RIM.- 9.5 I EX/SANG U77LITY POLE 70 BE REMOVED SCREENED PORCH. 439 SF 1'-6" 25.5 48 359 16 3/4" X 6" 14 DEG. 4,730 ew 5.0 o W (CON7RAC70R TO COORDINATE WIN LOCAL 2'-0" 34.0 64 479 20 3/4" X 6" 14 DEG. 5,325 1 � I GARAGE. 528 SF GRAPHIC SCALE 4 5.5 I UAUTY COMPANY.) COVERED ENTRY PORCH. 37 SF 2'-6" 42.5 80 598 26 3/4" X 6" 14 DEG. 5,905 M. NBENIC Bw 4.0 f I / UNCOVERED WOOD DECK. 332 SF I ZONE X 20 0 �o zo �o so 3'-0" 51.0 96 718 34 3/4" X 6" 14 DEG. i 7777'7777 6,485 3 I ° CHANCE ANNUAL FLOOD 3'-6" 59.5 112 838 40 3/4" X 6" 14 DEG. 7,065 PROPOSED FILL 7N/S AREA. 7 0.2% �..�.� NSF TOTAL PROPOSED COVERAGE. 3,959 SF OR 15% EX/SANG W00D STEPS TO BE REMOVED FLOOD ZONE B011D " N.THEODOSOPOULOS ( IN FEET , 4'-0" 68.0 128 957 48 3/4" X 6" 14 DEG. 7,675 PLACE APPROX. 110 CY 10 1 I 1 ':.::.: ► W LOT COVERAGE (NYSDEC ADJACENT AREA AREA BE71f£EN PROPOSED RETAINING WALL BW 4o RA/SE GRADE A MAX OF I I M/ BASSO ON IMPERVIOUS SURFACE AREA LANDWARD OF MHW (29,330 SF) AND WESTERLY PROPERTY UNE 70 BE LANDSCAPED/PLAN7ED 1N7H WCETAnON 3' 4 2.5 FEET I �° SEE 7R/BU7ARY AREA 4 1 inch = 20 ft GRADE EL = t6.8 (IVA77VE PLAN77NGS ONLY W THIN 75'OF MHW) / W / PROPOSED (4) CONCRETE LEACH/NG GALLEYS DWELLING. 2,623 SF oe 6 I2022 AS SH/FT WEST RETAINING WALL 2 24 7R/BUTARY AREA 1 �R/M.• 6.5 SCREENED PORCH. 439 SF ' PIPE KNOCKOUT 0 2 PROPOSED MASONRY RETAINING WALL -� � � � GARAGE.• 528 SF J12412022/ (EACH SIDE) V APPROXIMAIF 30 LF, MAX. 1.5T HEIGHTCOVERED EN77RY PORCH.- 37 SF 3 20 2 /7/ 2 M JW GEN. DESIGN REVISIONS/NYSDEC COMMENTS 70P EZ = 5.8 ' Bw 5.0 6 I W PROPOSED GRA VEL ORI VEWA Y UNCOVERED WOOD DECK. 332 SF 2/15/2022 MJW ADD SILT FENCE/1000 GAL. PROPANE TANK :.:. ... .. ... I UNCOVERED WOOD STEPS.- 96.5 SF __ ____ __ ___ `'"1 GARAGE APRON.- 104 SF 1/26/2022 MJW REVISE PER SCDHS COMMENTS DATED 1/19/2022 0� O RCE BOUNDARY EAIS77NG OVERHEAD WRES 70 BE REMOVED BILCO DOOR.• 28 SF ® ® ` ®® BARRIER R .��� � t PROPOSED UNDERGROUND ELEC. SERVICE ON-GRADE PA n0 & STEPP/NG STONES 402 SF 12/29/2021 MJW REVISE PER SCDHS COMMENTS DA TED 11/1/2021 R CO�a'-B� (CON7RACTOR TO COPRD/NATE WTH LOCAL OU7DOOR SHOWER W/STONE PAVERS 32 SF 09/19/2021 MJW DESIGN 1A-OW7S BOTTOM EZ = 3.3 e ET® ® ® I CO I ``' .... UAUTY COMPANY.) Date By Revision TOTAL PROPOSED COVERAGE 4,621.5 SF OR 15.89 £X/SANG WELL 70 BE ABANDONED Designed by: LZ M1W Drafted by: LZ MJW Checked by: MM loo 7I'P N 6" �� PROPOSED 396SF "NDS 7UfFTRACK"PERVIOUS DUMMY CUP, TEP. I I GRASS PAVER PARKING AREA. Barrett GROUND WA IFR EZ. = 1.3 LEACH/NG HOLE, TYP. h 422.0 � I I I LEACHING GALLEY SECTION MON. - r f� - _ 9.2..:: ON. �� N 470 100.00 W 100.00 / PROPOSED GE077YERMAL LOOP R7EZD - 5 TONS B®na�;�;� N.T.S. _ � � I � o U P 750LF OFBORING 3 CLOSED LOOPS T27TAL SOIL BORING SOIL BORING �� NO TE THIS /S A GENERIC DETA/L OF THE MIN/MUM SETA RA77ON TO GROUND WA7FR. PROPOSED PROJECT-UM/nNG (LOCA 77ON AND SPECYRCAAONS PROVIDED BY N.T.S. GENERAL NOTES: TOP/BOTTOM ELEVA77ONS VARY FOR EACH SYSTEM, fFNC/NG/UM/T OF S/7F DISTURBANCE MILLER ENVIRONMENTAL GROUP) EL 8.0 Van WeeIe, PC REFER TO DRAINAGE CALCULA77ONS FOR ACTUAL DEPTH OF LEACH/NG GALLEY FOR EDGE OF PA V 1. WA LEVEL SHOWN EACH TRIBUTARY AREA. APPROX. LOCATION OF EXISTIN WATER MAIN IS 7HAr MEASURED W_ w w w w w PROPOSED WATER SERVICE 710 CONNECT 3s"M/N. Til R£S/DEWCE. EX/SANG WA7FR SERNCE MIXED LOA MD OL ON THE DA 1F Engineers • Surveyors • Planners FLOW �� FENCE POISr NORTH PARISH DRIVE TO BE REMOVED. (CONTRACT 70 INDICATED AND MAY 175A Commerce Drive Hauppauge, NY 11788 EL 5.0 3' NOT BE RErzEcnMF I COORDINATE WA TSR SERVICE TAP W7H TOWARD SLOPE/N PAI F BROWN OF DA/L Y SEASONAL T 631.435.1111 F 631.435.1022 1 1 1 DRNNA6E CHANNELS I LOCAL WATER D/S7R/CT.) FINE SAND� www.bbvpc.com I $p VAR/A AGNS /N 171E L. Borrow or DRAINAGE HVMV WRE FEMCE(14-1/2 EL 1.0 7 GROUNDWATER LEVE CHANNEL OR SCONE GA, 6 X6'MEW 50A I 2. 7HE BOR/NG RESUL IS W7H FILM aOnL C REPRESENT Tax Map No.: DISTRICT 1000 SECTION 71 BLOCK 1 LOT 5 NOTES• WATER IN COIVDrno S AT 7HE (SEE SECMV) SP BOR/NG LOCA nON 1. WOVEN WIRE fENCE 70 BE FASTENED SECUREL Y 70 PALE ONE Y AND ARE NOT P�4 #VMV WRE FENCE(14-1/2 N FENCE POSTS WITH WIRE nES OR STAPLES POSTS 36'MIN. LM07H MVGE POST GA., 6"X6"MEW SPAdNG) � SHALL BE S7EEL L77HER "T" OR "U" TYPE OR BROWN NECESSAR/LY 5 IV PARISH DRIVE DRIVEN MIN. 16'/NT0 GMAD. ►NIH FILTER CLo7H 6�G � HAROWDOO. FINE REPRESENTA77W OF 1D•MA.� >n G �1„ °S" �- SCOTT RESIDENCE '$� 2. FILTER CL07N >n BE FASTE/VED SECURELY TO WTIVEN SAND �ER OCA nONS ���P�� �� O \ UNDISTURBED WIRE FENCE W77H nES SPACED EVERY 24"AT TOP � J 11- G TOUND AND MID SEC770N. FENCE SHALL BE WOVEN WIRE, 6" ` 2� III _Fi 14: MAXIMUM MESH OPEN/NG.i� r r � !` TOWN OF SOUTHOLD SUFFOLK COUNTY CAIIPACTED BALYCF/LL 2I I I=1 if-, J. WHEN 7947 SEC77ONS OF nL 7ER aO7H ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHED AND : I FOLDED RL7ER CLOTH SHALL BE EITHER fX IER X, AfIRAD/ E WBED FX W? aO7H A ip 100X, STAB/L/NKA 77401V, OR APPROV!^D EQU/VALE7VT. MIN. OF 6'/N GMND. '� Y" �. �: �' e`. 7014844. PLOT DRAINAGE AHANNEZ V�/ ENOROFENCE,CA 7ED UNITS SHALL OR OR FOUIBALENOFAB EL -5 13 ` 3 0 20 �FS�p � ^` 6'PENEMAnOW INTO �� Gw tCwE 12-04-20 PLAN sCO� GT?Grf/ND 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND ELEVATION SECTION MATERIAL REMOVED WHEN BULGES'DEVELOP IN 7HE SILT ° McDONALD GEOSCIENCE ATION F THIS DOCUMENT, EXCEPT BY FENCE. ' a°i WATER ENCOUNTERED 7.0' BELOWL =ot A LICENSED PROFESSIONAL ENGINEER IN SILT FENCE DETAIL ' J^M w SURFACE bACCORDA WITH SECTION 7209 OF NEW SCDHS REF#: R-21-2997 STATE EDUCATION LAW, IS ILLEGAL © 2022 BBV PC 'N.T.S. Date Scale Project No. Sheet No. O� ^ LM: L VIEW: SEPTEMBER 2, 2021 1" = 20' A210254 CAAOMELL_FRAME&COM R MODEL Na 1735 FM EW SANITARY SYSTEM CALCULATIONS f4 � � PROPOSED 5 BEDROOM OwEJ1/NG®110 GPD/BEDROOM = 550 GPD S7G►°PER A4 END PLUG INFILTRATOR WATER TECHNOLOGIES f8h'1871'4'CQNQREIE PAD QUICK4 STANDARD CHAMBER °24� os� 047 ass SYSTEM DESIGN. TYPICAL MOUND DETAIL 024� l/A OWTS SECTION VIEW • , REOU/RED.• 550 GPD RA7ED SYSTEM 241 Q)54� PROPOSED: (1)HYDRO-ACAON AN500(RVERGLASS) � 2 7316 057 mea� BUOYANCY CALCULA770NS BUOYANT FORCE RESULT/S AIR VOLUME IRWIN CONTAINERS FULLY IMMERSED/N WATER MIN.3FT FROM EDGE OF 7 ) • e LEACHING SYSTEMTO SLOPE 024 Q)32- BUOYANT FORCE OF HYDRO-ACJ70/V AN500 UNIT �` P��� MIN.COVER 8 2 7DTAL UN/T WEIGHT(AN500) 900 LBS , PER CODE SLOPE AT e PRE-7REA7ME7VT TANK/NT. VOL BUOYANT FORCE = 3,600 LBS ESTABLISH SUITABLE BACKFILL 2%MIN. 12„ AEROB/C TANK/NT. VOL BUOYANT FORCE = 4.880 LBS ��Q�W VEGETATIVE BUOYANT FORCE = 9,380 LBS PER DESIGN �"'�- '� 76 COVER .,.>.,.. eta AN77-BUOYANT FORCE 45'ELBOWS 60'IY)F 2"-4"TOPSOIL `+� .- , HELICAL PILE AN77-BUOYANT FORCE = 32,000 LBS SLOPE &SEED " PROVIDE(�)HELICAL PILES x(2) PER DESIGN e• ° TOTAL AN77-BUOYANT FORCE = 64,000 LBS BUOYANCY SAFETY FACTOR �® b. ` •:;: e e (SCDHS REOU/RES 1.5/PROVIDED) 1.5/6.8 w ?;•`�f - ,,. / � QJ51 ' ' 076 _ } LEACHING FIELD. mi056 • oTo INRL IRA M OU/CK4 STANDARD CHAMBER(341W x 48'L x 121H) RA77NG. 2.83 SaFT./LF LEACHING AREA IN PRESSURIZED SHALLOW DRAANF7ELD AL72:R/VATE 'A' AL7DW7E 19' DEPTH OF SOIL PER DESIGN 32 T32 CONRGURA77ON DOSING RA IE- 0..25 GALIL.F. (SWHS STANDARD) PREP SURFACE PER e ARRUCA77ON RATE ALLOWED: 3.0 GPD/SO.FT. IN ALL NEW$ USE AL7ERNATF 'A'FOR BENDS,• USE AL7FRNA7F "B"FOR BUILDING LOCAL REQUIRMENT 1-1/2 A HELICAL PILES ii• FOR ANTI-BUOYANCY E PLC CONTROL PANEL /NF/L7RA7OR OU/CK4 STANDARD CHAMBER: 2.83 SO.FT./LF OF LEACHING AREA EXIFNS/ONS/CONNECTIONS W/HP80 COMPRESSOR REQUIRED LENGTH OF LEACH/NG FLEW. 550 GPD/(3.0 GPD/SF)/2.83 SO.FT./LF= 64.7 LF (TYPICAL) PROVIDE 3 ROWS AT 24LF/ROf4'= 72LF OF/Nf7L7RA7CW QUICK4 STANDARD PLUS CHAMBER CLEANOUT DETAIL a PLCCONTROL PANEL l HP80 COMPRESSOR 0R#7CE DESIGN.• tL'EANOUT DETAIL FONR AREAS NOT S7lB„ECT 70 www AR 7RAfFAC *SIZE OF SYSTEM DETERMINED BY DESIGN INFILTRATOR USING PIPE AND PUMP CALCULAM SOFTWARE fROM GEOMATR/X SYSTEMS C NUMBER OF ORIFICES PER LATERAL 9(27 TOTAL) N.TS INFILTRATOR WATER TECHNOLOGIES H D-D3 E 4 -ft NUMBER OF LA7ERALS 3 (am)z" cr y SPACE ORInCES AT.• 2 FT 0.C. (NOTE. EVERY R7F7H ORIRCE ALONG THE LA 7ERAL 70 BE DRILLED QUICPA STANDARD CHAMBER - FROM 7HE BOTTOM OF 77/E PIPE AND OUTF777ED W17H AN ORIRCE ShVELD) TYPICAL MOUND DETAIL SECTION VIEW CABLE FASTENED TO EYE OR/RCE"DIAMETER.• 1/8/N. RESIDUAL HEAD AT LAST ORIRCE• 5 FT ESB o.c.05121/2-0171BOLT AT LIFTING POINTS MINIMUM FLOW RA 7E PER OR/RCE 0.43 GPM A e)OFH 9..t t Of T (4/TYPICAL) USING 2/N. DIA. MA/N, 1.25 IN. DIA. MAN/FOLD, 1 IN. D/A. LAMRAL PIPE Fm 'LI MIN/MUM DESIGN FLOW.16.9 GPM W LI 70TAL DYNAMIC HEAD.• 10.0 FT INFILTRATOR WATER TECHNOLOGIES B 104 g /SIGHING LF DOSING NOL.7• QUICK4 STANDARD CHAMBER 2 USING 72 LF. A 11F- 18 LIPO4 STANDARD CHAMBER 89- 72 Lf x 0.25 GAL/Z.F= 18 GAl:./bOSE DOSE LEACH/NG FIELD AT 18 GAL. PER DOSE PRODUCT SPECIFICATIONS K F (NOT TO SCALE) PUMP MBNAD PROVIDE ORENCO SIMPLEX PUMP VESSEL MODEL PIF3005(OR APPROVED EQUAL) 64 C-C2 63 PROVIDING A 32 GAL VESSEL VOLUME 32 GAL VESSEL VOLUME> 18 GALIPOSE(PUMP VESSEL SIZE IS ADEOUA7E) PUMP BASIN.- TOP VIEW QUICK4 STANDARD MULTIPORT END CAP l4 sa 63 ORENCO PUMP BASIN MODEL PB.246OF7(30 GAL VOLUME VESSEL) INSPECTION PORT 24• ADD ANA-FLOA TA77CYV fLANGE.• SOUARE(SEE DETAIL, S7•IEET 2) 8 IL I/A OWTS GENERAL REQUIREMENTS ° 72 -322 72 66 A 1. ONLY l/A OWTS TECHNOLOGIES APPROVED FOR GENERAL USE/N ACCORDANCE W17H SUFFOLK COUNTY DEPARTMENT OF HEALTH STANDARDS FAR APPROVAL AND MANAGEMENT OF/NNOVA77W ° ° 471 STAINLESS S AND AL7ERNA77W ONS/7F WASTEIYA7ER 7REA77WENT SYSTEMS'MAY BE PROPOSED FOR 8"INVERT 2 INSTALLA7701V AND USED ON PARCELS AS A MEANS OF SEWAGE DISPOSAL 16„� TURNBUCKLES -47ss Z THE INSTALLER MUST HOLD A CURRENT UQU/D WASTE LICENSE PURSUANT TO SUFFOLK COUNTYTz� CODE CHAP7ER 563, ARTICLE- W1(SEP77C INDUSTRY BUMNESS) THROUGH THE SUFFOLK COUNTY 12" DEPARTMENT OF LABOR LICENSING AND CONSUMER AFFAIRS; PURSUANT 70 SUFFOLK COUNTY CODE 53" 563-79. I WIRE ROPE CLAMPS RUBBER COATED 3/8-INCH J. ALL //A OWTS MUST BE REGISTERED WITH 7HE DEPARTMENT IN ACCORDANCE' W17H AR77CLE 19 OF SIDE VIEW END VIEW TI 34"� GALVANIZED CABLE 7HE SUFFOLK COUNTY SANIMRY CODE PR/AR TO THE'DEPAR7JWENT OVAN77NG CERIWCA77CN OF 48" FF�� COMPLETED CON57RUC77ON CNV AS BUILT'PLANS. (EFFECTIVE LENGTH) 11. F OUTLET END* (EFLENGTH) 4. AN EXECUTED CRINA7701V AND MA/N7ENANCE CONTRACT BETWEEN INE MAINTENANCE PROVIDER ® ® 15"INLET END* 1-1/2"0 HELICAL PILES TO BE BILL 0 F MATERIALS AND PROPERTY OWNER MUST BE SUBMITTED TO THE DEPARTWENT PR/OR TO APPROVAL /F THE//A 12" (EFFECTIVE LENGTH) SET IN NATIVE SOIL.SIZE AND OW75 REG1S77RAnCN BY THE DEPARTMENT/N ACCORDANCE W17H ARTICLE 19 OF 7HE SUFFOLK COUNTY SAN/TARY CODE. WITHDRAWL CAPACITY TO BE DETERMINED BY DESIGN ITEM P/N DESCRIPTION QTY: 5. ALL INSTALLED//A OWLS AAE REQUIRED TO HAV£AN IN177AL 3-YEAR WARRANTY AND 34" INFILTRV TOR PROFESSIONAL. HA-180056-R TANK,AN500 245 NITROGEN REDUCTION REMOTE 1 OPERA 77OVAA/N7ENANCE-SERVICE CONTRACT. AFTER 7HE IN177AL 3-YEAR OPERA77CNV AND MAINTENANCE SERVICE CONTRACT HAS ERCP/RED, PROPERTY OWNERS ARE EXPECTED 70 MAINTAIN 4INFIWATER�TECHNOLOGIES� A 180055 TANK,AN500 245 PRETREATMENT 1 AN OPERA 7701V AND MA/NMAANCE CONTRACT IN ACCORDANCE W TV ARTICLE 19 OF 7XF SUfFaK (°00)2M-44'a GENERAL HELICAL PILE CONNECTION B 130002 KIT,SNG 2 TANK CONNECTING STANDARD 1 COUNTY SANITARY CODE. *ALL VIEWS=INSTALLED LENGTH. QUICK4 STANDARD CHAMBER 6. ALL INSTALLED IIA OWTS ARE REQUIRED TO BE SAMPLED/N ACCORDANCE W TV THE DEPARTiWENTS PRODUCT SPECIFICATIONS N.T.S. C 100111 ASSEMBLY,RE-CIRCULATION 245 COMPLETE AN500/AN600 1 STANDARDS PROMULGATED UNDER AR77CLE 19 FOR APPROVAL AND MANAGEMENT OF INNOVATIVE bYEMB os 1 NOTE.' D AN500-P AN500 W/PLATFORM COMPLETE TIVE O1 AND ALTERNAVS17Y WASTEWATER 7REA7MENT SYS7ENS" .• °FH s-*T °E TG� 1. DETAIL PROVIDED BY MANUFACTURER.• HYDRO-AC77ON E EC50-30-L100-PLC EC50-30-L-100-PLC 1 7. INSTALLA77LNV AND USE OF JIVE 1/A OW75 MUST CLNVFORM 10 7N£DEPARTMENTS APPROVED l/A 2. ACTUAL HELICAL PILE LAYOU T/CONNEC77ON FOR LPAN500 AS PER INSTALLER OR MANUFACTURERS OWTS GUIDANCE DOCUMENT PREPARED IN ACCORDANCE WI7H THE STANDARDS FOR APPROVAL 200 PVC SCH 40 SPECIFICATIONS. AND MANAGEMENT OF INNOV'g77W AND AL7FRNA77VE ONS7E WASTEWATER 7REA7MENT SYSTEM. fROM ORENCO PUMP GRADE TO DIVERT _ RUNOFF 2"PVC SCH 40 90'ELBOW FLOW EOUAL/ZA77ON PROCEDURE. VALVE BOX W/CAP 1. INSTALL CLEAR PIPE INTO BALL VAL VE 2" TO 1 11 PVC SCH 40 2. OPEN ALL VAL VES e �- 1" SLIP PLUG J. TURN ON PUMP AND NO 7E ELEVATION OF WATER /N EACH PIPE. REDUCER 1"PVC SCH 40 \ / � •� AN500 245 NITROGEN REDUCTION SYSTEM REMOTE DRAWN Err: A.oAvls 1"PVC SCH 40 BALL 4. EQUALIZE HEIGHT FOR EACH ® 48"HEAD WI7H BALL VAL VE A T IEE APPROVED BY: SIGNATURE DATE REV* PART VAL VE START OF LA MRAL 3-FOOT SQUARE hydr ion' 10/19/17 000 HA-1 80056-R 5. AF7FR EQUAUZA770N, TURN OFF PUMP AND REMOVE PIPES. CLOSE ������ 1"PVC SCH 40 VALVE-AND REINSTALL PLUGS. 00 00 00 " DEADMAN SWEEP 90 ORENCO MODEL fZ.24G 24 GAS'KE7ED FIBERGLASS PW EQUALIZER 1"PVC SCH 40 UD WITH S.S. BOLT' ORENCO INTERNAL SPLICE BOX f3' C7 VAL VE LA 7E-RAL MODEL SB4 - LACE ON 6" BED � 400 GROMMET INLET ORENCO 1-1/4-0 DISCHARGE ASSEMBLY OF PEA STONE I'PRESSURE LA 7FRAL PIPE MODEL G4MODEL HW25B SECTION 1"PVC SCH 40 COUPLING 211 TO 1 11 HEADER W/ EQU. VALVE3 410 SDR35 PVC FROM " B5' CUT-AWAY N.T.S HYDROAC77ON LPAN500 1-1141 TRANSPORT UNE 727 ORA/NRELD, INSTALL GROMMET G125L OR/LL 1/8"DRAIN HOLE/N ELBOW GRADE TO DIVERT s;� R � 00 RUNOFF 4 w l"VC SCH / " ^ ORENCO FLOAT ASSEMBLY OR/LL 1 8 DRAIN HOLE MODEL MF3P21fS flow O 0 7EF ABOVE CHECK VALVE YB.• ON/ITUGH WATER ALARM VAL VF BOX Hf 7H �- O „ R. Of CAP W LOW HA7ER/NEDUNDANT OFF PLAN 1w PVC SCH 40 PVC SCH 40 BALL PRESSURE LA7FRA. VALVE ORENCO HIGH HEAD PUMP 3/7/2022 M✓W GEN. DESIGN REWSIONS/NYSDEC COMMENTS (REFER 70 GEOMA T . MODEL PF3005 DETA/LS) S1FEL UFT RING (3) „ .�. 2/15/2022 MJW ADD SILT FENCE/1000 GAL. PROPANE TANK DISTAL HEAD PORT SCHEMATIC 3 REINFORCED CONCRETE AN77-f LOA TA 77ON O ""PVC SCH 40 1 PVC SCH 40 " w w 1/26/2022 MJW REVISE PER SCDHS COMMENTS DA7FD 1/19/2022 N.T.S w DIM. 36 DIAMETER x 12 DEPTH, EMBEDDED 6 2 Ni * DRY WEIGHT 3" SQUARE DEADMAN 1,124 LB 12/29/2021 M✓W REVISE PER SCDHS COMMENTS DA TSD 11/1/2021 MAN/FOLD PIPE p/pE TOTAL BAN BUOYANCY 1,129 LB AT 6fT SUBMERSYON 09/19/2021 MJW DESIGN 1A-OW1S 2 x1 w PVC SCH PLANAN77-BUOYANCY(3' SQUARE DEADMAN): 3,296 LB (292X) PLACE ON 6"BED 40 TEE I • 36w ( Date By Revision OF PEA STONE 1"PVC SCH 40 ORENCO PUMP BASIN WITH f70W INDUCER Designed by: LZ MJW DraRed by: LZ MJW I Checked by: MM SECTION PIPE ORENCO SIMPLEX DISCHARGE MODEL PB246OR REMOTE PLC CONTROL PANEL WITH AIR PUMP BASIN DETAIL MOUN7FD REMO TSL Y NO 7E`. NTS (INSTALL ABOVE EL. 9.0) THE VALVE SHOULD BE THE HIGH PO/NT, Ba rre ff WATER SHOULD DRAIN BACK TO 7HE PUMP ORENCO PUMP STATION ANTI-BUOYANCY CALCULATIONS TANK AND 127 GEOMAT TO PREVENT FREEZ/NG BASIN HEIGHT TOTAL VOLUME BUOYANCY AT FULL DEA DMA N SOIL SUBMERGED CONCRE 7E TOTAL AN17-BUOYANCY Bonacci & 1 PROPOSED AIR (INCHES) (GALLONS) SUBMERSION 00 VER DEPTH AN77-BUOYANCY AN77-BUOYANCY FACTOR OF SUPPLY AND FLOW EQUALIZATION VALVE SCHEMATIC (POUNDS) (INCHES) (POUNDS) (POUNDS) SAFETY ELECTRICAL POWER MP OF WALL EL. Van Weele, PC TO !/A 0WTS .:.a. .,;:.. ,..a - N.T.S � << PROP A/R VENT COVERS AS PER MANUFACTURE RS SPEgFICAnavS OR AFPROVED EQI/AL 72 135.36 1,128.90 66 648.24 3,295.94 292X (S PLAN) (//A OWTS NO7E 7) COM?S LESS THAN 6Q(BS WU HAVE A SAFELY DEM-El LD AS PER SL17HS Engineers • �' (PROPERTY UNE) Surveyors . Planners ' FINISHED GRADE ALONG OUTSIDE OF (M IM Q`2.5'OF LYAM /A4 Ca.ARS MAY BE USED rO BRING CAS77NG TD 6RADEJ 175A Commerce Drive Hauppauge NY 11788 F.F. E EV. 11.25 RIM LZ ttt2 PROPOSED t1a(F?'/SCN40 PVC MAN/FIxD PIPE FOUNDATION To BE IN ACCORDANCE T 631.435.1111 F 631.435.1022 WITH FEMA STANDARDS FOR FLOOD PROPOSED lApL7RATOR OVICK4 STANDARD CLAMBER e Z V£N7S OIENCO PUMP BASIN MOM P8246O�7 PROPOSED 110PVC SCW..40 PIPE LATERALS d comc www.bbv W7H ANTI-FLOAM nav FLANGE SQUARE LENGTH=3.24LF(9)ORIFICES PER LA7ERAL (72.F 70T4L) e' www.66vpc.com PROPOSED I I RIM-&&O O 2.0 FEET BET7{EEN oRIF7CEs EACH BRANCH(3) s[GpE USGS HISTORIC WATER ELEVATION CALCULATION tr W Q BOTTOM OF WALL EL. CLEAN-OUT GRADE= EL, fB.Q 1 oN 3 USGS S/7EI..• 410356072260301 - S 16780.1 APPLY WATERPROOF 14 ® 18" VERT. �2w CL ' It (SEE PLAN) I I 5 MIN. a. 1 z) Tax Ma No.: DISTRICT 1000 SECTION 71 BLOCK 1 LOT 5 CRAWL SPACE /NV.INLET DLA Z 2 Q WELL LAND SURFACE EL£VA77Ov = 43.0 (NGW29) 42.0 NAW88 MEMBRANE THIS SIDE ,• 1 p OUTLET 8 LF 1 PVC OR a 03/27/07 RECORD H/S770R/C HIGH = 5.4 (NGVD29) 4.4 NA W88 OF CONCRETE WALL -- S T ® ® A It DECEMBER 2006 RECORD LEVEL - 52 (NGVD29) 4.2 NA W88 (TYR) Q or..e • > slope_ INV. t6.5 f50LF 4 O SDR-35 PVC P/PE OR -- EQUIVALE/l p. (CONTRACTOR TO VERIFY APPROVED EQUAL P/7LY1ED 1I4%PT MIN. ~O�^ IN EL 4. - EL. HIS 4.27O0RlC HIGH t5 LF 4'DIAL SDR-35 = 495 NORTH PARISH DRIVE EL 4.4 - EL. 4.2 = 0.2 fT i £XIS771VG INVERT) /NV j•53 OUTLET PVI;PAPE OR /NV. *Z5 BOTTOM EL 6.5t Z EL. 42.0 - EL. 4.4 = 4.9 FT i' 15 ® 13"HORZ* �' � �v OF NFA � EQUIVALENT P/70F1m 0.2 FT/38.8 FT - 0.5.X /NV. t50 A' ~P SCOTT RESIDENCE CAST-IRON PIPE 70 EXTEND 1/8%FT MIN. 7'(DEP7H 70 G.W. CNV-SITE)*0.5X = 0.3' THROUGH fDUNDA77OV A INV 152 =R - MINIMUM OF 2 FEET BEYOND N 4 W 7� �� �� �� FOUNDATION WALL GROUNDWA7DR R. j•1.0 1-6 •• w w ' 2 EZ. 1.0+ 0.3= EZ. 1.3 APPROXIMATE HIGHEST EXPECTED GROUNDWATER 1-O 6 � k 1- Q p• � //A OWLS NOTE5` . .• a ; •a o 2N : /y �Lr SUFFOLK COUNTY 1. GARBAGE GRINDERS AND WA7ER SOFTENERS SHALL NOT DISCl/ARGE To IIA OWLS a u. ; . 1 lV Z. INSTALL EFFLUENT RL TER(7UFF 777E EF-4 OR APPROVED EQUAL)DIREC77 Y UNDER OUTLET ACCESS ',y �:• ' j,� O �� H.G.W. EL. -*I.3 COVER � �" e .e A 14 84 �G J. PROVIDE 6'STAB/LIZED SAND BED UNDER//A OWTS UNIT,• MAX. 7MERANCE OF 1j"/N ANY DIRECTICNV. r � ` � �° ES$I ON I V� UU BOTToM Ez. *oO a 1.0 4. HEAVY CoNS7RUCnaw E'OAPM£NT SHALL NOT BE ALLOWED NEAR AREA OF//A OWTS 4w PERFORA7ED DRA INA GE PIPE CPP '• MAR 3 0 2022 (HYDRO-AC770N SYSTEM TO BE ANCHORED V 5 IIA OWTS SHALL BE 7ES7ED FOR WATER 77GHTIVESS AF7£R INSTALLA770V PER SWHS11WANUFAC7URERS m SPECARCA7701VS 14 � e DOWN WITH HELICAL PILES OR APPROVED ;a.. 6. 7HE CONTRACTOR SHALL SCHEDULE ALL REWIRED/NSPEC77ONS ►NIH BOSH SCVHS AND THE DESIGN ® 1B" VERT ` ly �, .. E ILS EQUAL SEE BUOYANCY CALCULA77CNVS AND ENG/NEER(PROVIDE 48 HOURS NOTICE). 7N£DES/GN ENGINEER SHALL INSPECT THE//A OWLS PR/OR 70 I ' I ) O k ss w ' DETAILS) HYDRO-ACTION AN500 BACKFILL AND DURING SYSTEM START-UP. �� „�Rwra.- =; 150 13 HORZ. SnumnldTawn u„,,• ,,;, ALTERATION OF THIS DOCUMENT, EXCEPT BY �,, _. NITROGEN REDUCTION SYSTEM ELEV 7. l/A OWTS SHALL BE INSTALLED W17H A 21/ VENT 70 7HE ROOF OF THE RESIDENCE'OR THE VENT PIPE A LICENSED PROFESSIONAL ENGINEER IN Board of Tn,stPes t0. MAY BE PIPED 70 THE EXTERIOR OF 7HE RESIDENCE AND TERM/NATE 18'ABOVE GRADE W17H A CARBON ACCORDANCE WITH SECTION 7209 OF NEWSCDHS F##; R-21-2997 N.KS. FILTER ALL VENTS AT THE EXTERIOR OF THE'RESIDENCE SHALL BE PITCHED 770WARD THE'11A OW75 AND CONCRETE RETAINING WALL YORK STATE EDUCATION LAW, IS ILLEGAL © 2022 BBV PC OW LM: IA TS PROFILE MAINTAIN 3'SEPARATION FROM WINDOWS AND DOORS. Date Scale Project No. Sheet No. ^ O� ^ VIEW: NT.S NTS SEPTEMBER 2, 2021 1" = 20' A210254 L L J ss v u . s 4, • y ;.11 ' 2 4 g3:� 9 / 2022 /1 ♦ �S 111 • -4�• L��w ��L �c''• ` t 44, ol It Nitat ,, �I -� ,...mss.. �f f i J� .� • � r V � � �.� � ,� .1•� � A� V� 3 �i= JT y 7-i-l.rl,Y ��?fc._� 'lVl�'ai`.1�: -:�� ,`+� �: �0 `.�'w., . -S ,�.,,-� � �.--t+' i` �"' _ } ` �� .lam •, � =� '^�5`"^•iii555 f� l�.a:� a^''\'. ,ti,Gr-- - '�v�. .�'`�. ,.•� �• .r f •Jrs • .i"s � � ° .� .rl'�'�f�r.....♦E •' -•j' .�� �• ♦ 4 `-` -+. `,_`�"s ?"C1�j �.r.,f, '.Jf.`iy;�- ��,f 3ac�� �. 40 rI�'1r'i «�I.'��'L4,-_- , % ,y .. ,f► f • °w „ . � � .\....�_ .,�.Ss"�`•j`7•a, 1:t-.w - r- 1- - 2 7 ':.'!�”� • 'r-7 i• fir.. �'/ .� � ♦ • `� �. �,� .f'.n _�- `•�^' `._�� swr •�.d 1 ° � �'�'•+� c1•` y Via,- r .� _ �L.�• �,~ - ♦4� . !� ��! ` �- :. - �° Y .ii ti' �J, 'I•1}. '^�"w�:' ) � �r� -'`i r '.rti1.�1 � K.. ° ^e. - ." ! •�• t i ':L f -• • r* �'� Vie± \ y.RF+�roe-/^• `'1'+�.T _ R`t•„*.a .�.• - L`_ 1 '• l/. •1 �i •` � Y ,�• M - `yam- /,.• ,�� /'11. .+.l�- �.� I' •- ,; .fit '' '� - �-.�• - «=,. , �T w - • ; _ ° f 'fit' .1 G L �`::t :� ..9 #w .�'� . ''�,'�:,�• ti.�w� �.*�....•�,;,�•� _ • �^ .1� ,.�i i� �- DRAINAGE CALCULATIONS LEGEND EXISTING PROPOSED TO BE REMOVED PER TOWN OF SOUTHOLD REQUIREMENTS, STORAGE PROVIDED FOR A 2"RAINFALL PROPERTY LINE -- CONCRETE GALLEYS PROVIDE 32 CF OF STORAGE PER VF PECONIC TRIBUTARY AREA 1 BAY WALL = _ _ _ _ _ `'� ROOF (NW POR770N) - 699 SF x 1.00 x 2/12 FT = 117 CF Q � ROOF (SE POR770N) - 751 SF x 1.00 x 2/12 FT = 125 CF BUILD/NG WOOD DECKS - 334 SF x 0.60 x 2/12 FT = 33 OF OVERHEAD WIRES - - -OH- PA 770 - 168 SF x 1.00 x 2/12 FT = 28 CF SITE STEPS - 165SFx 1.00x2112FT = 28 CF z ELECTRIC LINE -£ £- �� 3 3 �. O TTOTAL STORAGE REOUIRED.- O WATER MAIN W �F �� c ^ STORAGE PROVIDED: _ WATER SERVICE IIS I , •�Myly F �A jT EN-CONSUL TANTS aV 8BOUNDARY B 2020,, EQUALS MHW AS DETERMINED BY 7,0 331 OF/32 CF/VF = 10.4 VF03 D AOR� PqR/SN •x` �( PROVIDE (4)-3' HIGH GALLEYS (384 CF) OR/VE U77LITY POLE `� ��. � • m EXISTING 654' OVOO STEPS AND 64' M20D LAND/NG TRIBUTARY AREA 2 SPOT ELEVA TION +95.43 +94.50rn TO BE REM011ED AND REPLACED (/N-PLACE) ROOF (NE POR770N) - 636 SF x 1.00 x 2/12 FT = 106 CF 70 9 s T ST 3 PA 770 - 254 SF x 1.00 x 2/12 FT = 42 CF O O �� BgNK gR,yO PROPOSED GRADE LEVEL S7FPS - 184 SF x 1.00 x 2/12 FT = 31 OF O 0/y Y CONTOURS TOE o O c)00 L/ MIT OF BFq�H ^� UR �� STEPPING S701VES (TYR) 0 AL T RAGE REQUIRED.- 1 9 C SOIL BOR/NG o O o O2 SEE 7R/BUTARY AREA 1 o � m STORAGE PROVIDED. -� O o O OU �V AREA SEAWARD OF PROPOSED GRAVEL PERVIOUS PAVERS _. .. PROPOSED (4) CONCRETE LEACHING GALLEYS Oo O m� � � \ PA 770 70 REMAIN AS NON-DISTURBANCE RIM. B O 8 ^n BUFFER (NO EXIS77NG VEGETA 77ON TO BE 179 CF/32 CF/VF = 5.6 VF O� PROVIDE (2)-3' HIGH GALLEYS (192 CF) EX/S7TNG 37.5 SF PGR110N OF EXISTING r) �o � � 3 REMOVED.) CONSTRUCTION NOTESI SCREENED PORCH 70 BE REMOVED ObO� 00 o � PLACE APPROX. 50 CY FILL 70 RAISE TRIBUTARY AREA 3 1. ALL MA7FRIALS AND METHODS OF THE CONSTRUCTION SHALL �F GRADE A MAX. OF 1 FOOT. ROOF (SW POR770N) - 1,076 SF x 1.00 x 2/12 FT= 179 OF CONFORM TO 7HE .STANDARDS AND SPEC/F/CA77ONS OF THE n^ �� TOWN OF SOUTHOLD AND ANY OTHER AGENCIES AS On O PROPOSED 336 SF OUTDOOR SHOWER - 1, SF x 1.00 x 2/12 FT = 5 CF KEY MAP APPLICABLE. NEW 6t-81W-50 M90D STEPS EXTEND Tit PORCH WALL BW e.o OF N O GRADE LEVEL PERVIOUS GRA VEL PA 770 70 DRI VEWA Y - 1,411 SF x 1.00 x 2/12 FT= 235 CF ' K , BE CONSTRUCTED IN PLACE OF EX/SnNG STONE APRON - 104 SF x 1.00 x 2/12 FT = 17 CF SCALE. 1" = 200' 2. ANY DAMAGE TO 7HE PUBLIC RIGHT OF WA Y OR NEIGHBOR/NG g O 670 Sr BR/CK PA 770 70 BE REMOVED STEPS & PA VERS - 272 SF x 1.00 x 2112 FT = 45 CF PROPER77ES AS A RESULT OF CONS 7RUC77ON AC77W77ES I �� NEW 4-2"x3=3" MOD STEPS Bw 7.o MIN. � AL A Ul / 481 SITE DATA SHALL BE IMMEDIATELY REPAIRED AT THE I \ SEE 7R/BUTARY AREA 2 CONTRACTOR S/INSTALLER EXPENSE TO THE SA 77SFAC77ON OF EXISTING BR/CK PA 170 TO BE REMOVED 8 PROPOSED (2) CONCRETE LEACH/NG GALLEYS OWNER/ADPL/CANT................................. JOHN SCOTT THE TOWN ENGINEER 6 , r°Q 6 RIM. 7.9 STORAGE PROVIDED. 9 DEER CREEK LANE BW 6 o yMT. K/SCO, NY 10549 J. DURING CONS7RUC770N, THE CON7RACTOR IS RESPONSIBLE TO PROPOSED 334 SF NVOO DECK ADD177ON � 37.5 SF POR77ON OF EWS77NG 481 CF/32 CF/VF = 15 VF PROVIDE SI7F SECURITY BY MEANS OF TEMPORARY FENCING, IN SCREENED PORCH 70 BE REMOVED PROVIDE (4)-4 S/TE ADDRESS HIGH GALLEYS (512 CF) ........................................ 495 NOR77Y PARISH DR/VE LOCKS, ETC. TO AI/DID 7RESPASSING DURING HOURS WHEN O WORK IS NOT TAKING PLACE. i I BW 5015. IT �sr3'�• \ 5 �F ZRIBUTARY AREA 4 SOU7HOLD,NY 11971 qF- ms's M �F DRI VEWA Y 1387 SF x 1.00 x 2 12 FT - 231 CF PROPOSED 22 SF 1 STORY ADD/7TON S o 4' '�v T 20 \ • / - LOT AREA ............................................... 29,330 SF (0.67 AC) 4. PROJECT DEMOLl710N INCLUDING REMOVAL OF EXiS77NG 0 I 0 ?S 7• ° � .� 17.7' 8J STORAGE PROl90E0. FAC/L/77ES, DRAINAGE SYSTEMS, RETAINING WALLS AND OTHER *1 '� NEW 8=5 X5'-5* WOOD STEPS EXTEND TO PCRCH WALL USE ......................................................... SINGLE FAM/L Y RESIDENCE STRUC7URES, IS TO BE PERFORMED IN CONFORMANCE W/7H PROPOSED 28 SF BXCO DOORS � F °s�q�`�' � THE REGULA77ONS OF THE TOWN OF EAST HAMPTON AND ALL gRFq 90• t �sr'AsT r o / k O PROPOSED 30 .SF RA/SED W00D ST270P IN PLACE OF B/LCO OTHER APPROPRIATE AGENCIES. THE CONTRACTOR IS E qRF EX/S77NG CHIMNEY TO REMAIN RF SA,ycoRypo 8 Q 8 D 231 CF/32 CF/VF = 7.2 VF ZONING .................................................... R-40 RESPONSIBLE FOR 08MIN/NG ALL PERM/T5 FOR DEMOLITION I 'q 'S O qpm PROVIDE (4)-2' HIGH GALLEYS (256 CF) PROPOSED AC EQUlPME7VT PAD AT GRADE RFe ��vo noyt, I PROPOSED 86 SF AT 6RADE MASONRY PA 770 AND DISPOSAL OF EXIS77NG S7RUCTURES AND MAT I I F O 04 pqR -Q. (EL 1-8.5) GROUND WA IFR MANAGEMENT ZONE........ /V 5. A T NO 77ME SHALL DEBRIS BE BURIED ON THE SI7F ALL I PROPOSED 128 SF 1 & 2 STORY ADD/TION Bw 5.0 A10 , �MOq Et7SUc2�p Yew R eF 0 I I RIM f8.5 NOTES UNSUITABLE MA 7Ffc%AL AND DEBRIS SHALL BE DISPOSED OF /N PLACE OF EX/ST. 2ND FLOOR OVERHANG & ��,y °'4? nc�,''ti, Wq �J IN ACCORDANCE WITH TOWN, COUNTY, STATE AND fEVERAL AREA 3 ROOFED OVER PA 110 TO BE REMOVED 3• c 4V ivy r F t(S \ R 6'I PROPOSED 16 5x' 1 S70RY ADD/TION 1. THIS PLAN REFERENCES A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY PROPOSED AT GRADE SIFPP/NG tZ"� o ) I KENNETH M WOYCHUK LAND SURVEYING, PLLC LAST DA LED APRIL 1, 2021. LAWS, CODES AND ORDINANCES. °Tiv i o? �'viy '; , STONE (TYR) 10 s R/M ta5 3� '�'�1 }, ,� 19.01 56 SF POR770N OF EXIS77NG DWELLING 70 BE REMOVED 6. WHERE FILL MA7ER)AL /S REQUIRED, /T SHALL CONS/ST OF 0' h �r• '� t1r �b n� C 2. REFER TO BUILD/NG PLANS AND PLOT PLANS BY MERYL KRAMER ARCH17FCT LAST CRUSHED STONE 0j4 BANK RUN SAND AND GRAVEL FREE I I qCK� � \���\l Q POR770N OF EXIS77NG HOUSE W17HIN SIDE YARD REVISED MARCH 18, 2021, FOR ADD177ONAL BUILDING /NFORMA770N. FROM ORGANIC OR 07HER UNSUITABLE MA7ER/ALS. THE I SAN C.O. O �Slr��o4'O �SA,y ENGINEER RESERVES THE RIGHT TO REJECT ANY UNSUITABLE RIM f8.5 p �� y� ss• o son y'ok 6, PROPOSED UNDERGROUND PROPANE TANK EXISTING LOT COVERAGE 3. LOCA 770N, CONNEC77ON AND SPECIRCA77ONS OF GEOTHERMAL WELLS BASED ON A MATERIAL BROUGHT ON S11F FOR USE AS RLL. OUTLET/NV t6.5 00 '��, A n ry (APPROX. 1000 GAL.)(40"Ax16) PLAN PROVIDED BY MILLER ENVIRONMENTAL GROUP INC. ON SEPTEMBER 13, 2021. (CON TO VERIFY N 8.0 2 sn ?� �' r �, CALCOL A77ONS PROVIDED BY MER YL KRA MER ARCH/7ECT. 7. PLACE TRENCH BEDDING AND BACKFILL MATERIALS IN LAYERS I EXISTING INVERT) li o' :i 71b e�opyo s?8' " ' ''Ly EXISTING GRAVEL DRIVEWAY TO BE REMOVED 4. S1 IF IS LOCATED WITHIN FEMA FL 000 ZONE X AS SHOWN ON FEMA MAP NOT EXCEED/NG 12" IN THICKNESS WHEN US/NG HEAVY LOT COVERAGE (TOWN OF SOUZHOLD BUILDABLE LAND,) J610JO0166H EFF. SEPTEMBER 25 2009. AREA BE7WEEN PROPOSED RETAIN/NG WALL 3 R O �O Rq , „ , COMPAC77ON EQUIPMENT OR 6 WHEN US/NG HAND OPERATED I I AND {4£S7ERLY PROPERTY UNE Tt7 BE q S✓OH'y0 �Py Vq>�� PROPOSED 4t--O"x 8-0 OU7DO0R SHOWER W/ BASED ON AREA LANDWARD OF LIMIT OF BEACH (26,222 SF) EQUIPMENT. COMPAC77ON SHALL BE 959 MODIFIED PROCTOR G `� •9�y 4 t10 R LANDSCAPEDIPLAN7ED W7H VEGETATION S70NE PAVERS AT GRADE. (PROVIDE 55 GAL DRUM 5. EXIS77NG U77LI77ES AS PER PRECISION MARKOU75; INC DATED JULY 11, 2020. DENS/TY AREA 4,"X (NATIVE PLANTINGS ONLY fN7H/N 75'OF MHW) ew fs o 111 poo �H wry I S70RAGE UNDER SHOWER) DWELLING. 2,091 SF i 24 SJ . .. p SCREENED PORCH. 514 SF 6. ALL ROOF LEADERS TO BE CONNECTED TO SI7F DRAINAGE SYSTEM. SEE 8. THE CONTRACTOR OR INSTALLER IS RESPONSIBLE FOR THE EXISTING 5 BEDROOM SANITARY SYSTEM TO BE / PROPOSED 222 SF NDS 7UFF7RACK PERMEABLE GRASS / GARAGE W 2ND FLOOR OVERHANG. 600 SF ARCHl7FC7URAL PLANS FOR ROOF DOWNSPOUT LOCA TONS. REMOVAL OF ABANDONED U77LITY SERVICE CONNEC77ONS AND ABANDONED 70 SCDHS STANDARDS h 8.51 PAVER PA 770, 18=6 x12=0' THE COORD/NA77ON OF THE INSTALLA770M OF NEW SERVICE I O / NEW GENERATOR TO REPLACE EXISTING TOTAL EX/S7TNG COVERAGE. 3,205 SF OR 12.29 CONNEC77ONS, AND SHALL COORD/NA IF AND INSTALL ALL �- P. 7. PIPE MA IFR/ALS SHALL BE AS SPECIFIED BELOW, UNLESS OTHERWISE NOTED R ® ' . l:. " ON THE PLAN. WORK W17N THE Af'PROPR/A 1F UTILITY COMPANY. -- / - PROPOSED M OWTS CONTROL PANEL " 'I y PROPOSED 37 SF COVERED PORCH O /� �',.._ I LOT COVERAGE (NYSDEC ADJACENT AREAS ROOF DRAIN PIPE - 4 D/A. OR-18 ® 19'MIN. 9. THE CONTRACTOR OR INSTALLER IS D/REC7ED TO VER/FY THE EXISTING OVERHEAD E7EC1R/CAL LINES TO BE BUR/ED, BASED ON IMPERVIOUS SURFACE AREA LANDWARD OF MHW (2' MIN. COVER) (1' MIN COVER IN LANDSCAPE AREAS) LOCA TION OF ALL U11LlTIES PR/OR TO BEG/NN/NG WORK, AND p °� 10 29 330 SF t9.2 : .: POLE 70 BE REMOVED. ( , ) TO TAKE MEASURE,' AS NECESSARY TO PR07ECT ALL Q Q ® EVS77NG TIMBER RETA/N/NG WALLS 70 BE REMOVED � ' Ml / N U77LI77ES INTENDED TO REMAIN IN PLACE. RELOCA77ON WILL TRIBUTARY AP Z J M � �0 W I (CONTRACTOR TO CODRD/NATE W17H LOCAL U77LITY DWELL/NG. 2, BE COORD/NA7FD BY THE CONTRACTOR WITH THE MST.. 'jy//y,.. l COMPANY.) 091 SF SCALE 1 = 60' 2 � SCREENED PORCH.- 514 SF APPROPR/ATT U77L1'TY OWNER. s. HaE b .. PRECAST CONCRETE STRUCTURE NOTES: EX/STTNG 77MBER STEPS & 7RELLIS 70 BE REMOVED � ::::.. PROPOSED AT GRADE STEPPING S70NE GARAGE W/2ND FLOOR OVERHANG.• 600 SF 10. THE CONTRACTOR OR INSTALLER IS RESPONSIBLE TO SECURE - /N, L I W WOOD WALKWAYS- 381 SF ALL NECESSARY PI RM17S PRIOR TO COMMENCING WORK. PROPOSED HYDRO-AC7701V FIBERGLASS AN500 BW"o 50�'EXP. I 77MBER STEPS,• 90 SF 1. ALL PRECAST S7RUC7URES SHALL INCLUDE SUFRC/ENT STEEL WITH HELICAL PILES (5 BEDROOM CAPACITY) h i II. .. BR/CK PA 770.• 670 SF REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, TRANSPORT, AND RIM ELf8.2I: W B/LCO DOOR.• 25 SF TO ALLOW 7HE S7RUC7URE TO WITHSTAND AASHTO H-20 LOADING AT CUT/FILL ANALYSIS PROPOSED GRENCO PUMP AND BASIN L GA PROPOSED S70NE S70CP & STEPS GARAGE APRON.• 104 SF THE COVER COND177ONS SHOWN ON THE PLANS. (SEE CALCULA77ONS AND DETAIL) 'y k ROOF OVERHANG AT GARAGE 70 BE REMOVED TOTAL EXISTING COVERAGE. 4,475 SF OR 15.29 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST CONCRETE BASED ON THE EXIS77NG TOPOGRAPHIC WFDRMA77ON PROVIDED "BY OTHERS" IN ::n COMPARISON TO THE PROPOSED GRAD/NG AND DRAINAGE PLAN PREPARED,• Bw60 ¢' '� S7RUC7URES SHALL INCLUDE MANUFAC7URERS CER 77FICA77ON THAT THE APPROX/MA 1F NET CUT/F/LL /S 310 CUBIC YARDS CLEAN SANDY F/LL TO BE ;;:: NEW 104 SF STONE APRON TO REPLACE CONCRETE PROPOSED LOT COVERAGE THE S7RUC7URES ARE DESIGNED TO WITHSTAND THE LOADS N07ED 7RUCKED /N FROM AN APPROVED UPLAND SOURCE" 7 I I P• I EWS77NG BURIED LP TANK 70 BE REMOVED PROPOSED MASONRY RETA/N/NG WALL CALCULATIONS PROVIDED BY MERYZ KRA MER ARCH/1FCT. ABOVE I I:LEACHING GALLEY DATA APPROXIMATE 142 LF, MAX. 3FT HEIGHT LU 6 PROPOSED /NRL7RATOR QUICK4 STANDARD CHAMBER J. ALL PRECAST S7UC7URES SHALL BE MANUFACZZIRED WITH 4000 PS/ _� 6 0 INSTALL (3) ROWS 283' WIDE X t24LF (72LF 70TAL, LOT COVERAGE (TOWN OF SOUTHOLD BUILDABLE LAND) /28 DA Y S77?ENG7H CONCRETE. -7 k NOT INCLUDING END CAP). INSTALL DISTAL HEAD 70 BASED ON AREA LANDWARD OF LIMIT OF BEACH (26,222 SF) INTERNAL DRAIN WALL INTERNAL VOLUME APPROX. DRAIN OPENINGS WEIGHT SEE 7R/BUTARY AREA 3 5 n BE INSTALLED AT END OF EACH ROW. SEE SHEET 2. WALL HGT. AREA (SF) CF GAL. TOTAL SIZE ANGLE (Lb.) PROPOSED (4) CONCRETE LEACHING GALLEY 6 DWELLING. 2,623 SF 1'-0" 17.0 32 239 12 3/4" X 6" 14 DEG. 4,150 RIM. 9.5 /� I EXISTING UTILITY POLE 70 B£REMOVED SCREENED PORCH.• 439 SF (CONTRACTOR 70 COORDINATE WTH LOCAL 1'-6" 25.5 48 359 16 3/4" X 6" 14 DEG. 4,730 ew5o ! c I W GARAGE. 528 SF GRAPHIC SCALE 2'-0" 34.0 64 479 20 3 4" X 6" 14 DEG. 5,325 A 5.5 U77LITY COMPANY.) COVERED EN7RY PORCH. 37 SF '- / " 6" 5,905 M. BENIC NE X 20 o to zo �o eo N/F BW 4 0 + I t ( / UNCOVERED WOOD DECK. 332 SF 2� 6" 42.5 80 598 26 3/4" X � 14 DEG. ZONE 3-0 51.0 96 718 34 3/4 X 6 14 DEG. 6,485 3 I " 7 065 PROPOSED FILL 7N/S AREA. 7 O.2% CHANCE ANNUAL FLS TOTAL PROPOSED COVERAGE- 3,959 SF OR 15Z 3-6 59.5 112 838 40 3/4 X 6" 14 DEG. /`T FLOOD 591.0 128 957 48 3 4" X 6" 14 DEG. 7,675 EXIS17NG HVOO STEPS 70 BE REMOVED FOOD Z UDNARY N/F N.THEODOSOPOULOS IN �� , PLACE APPROX. 110 CY 70 I I 1 ': :. .::. ::. t � LOT COVERAGE (NYS'DEC ADJACENT AREA,2 4'-0- / AREA BE7NEEN PROPOSED RTY LINE WALL Bw 4o RAISE GRADE A MAX OF M/I. : BASED ON IMPERVIOUS SURFACE AREA LANDWARD OF MHW 29,330 SF AND WFS7E77LY PROPERTY UNE TO BE A - 25 FEET I f i p ( ) 1 inch = 20' ft. GRADE EL s f6.8 LANDSCAPED/PLAN7ED W17H VEGETAnoN 3' SEE TRIBUTARY AREA 4 (NA nVF PLANTINGS ONLY W17H/N 75'of MHP) PROPOSED (4) CONCRETE LEACH/NG GALLEYS DWELLING. 2,62J SF 5 I I ��R/M.• 6.5 SCREENED PORCH.- 439 SF PIPEKNOCKOUT PROPOSED MASONRY RETAINING WALL --� GARAGE. 528 SF 3/24/2022 AS SHIFT WEST RETAINING WALL 2; 7RlBUTARY AREA 1 (EA CH .SLOE) V APPROX/MATE 30 LF, MAX. 1.5FT HEIGHT COVERED ENTRY PORCH. 37 SF 3 2022 M✓W GEN. DESIGN REVISIONS YSDEC COMMENTS• BW 5.0 6 � � W �/ 70P EZ = 5.8 PROPOSED GRAVEL DR/VEWA Y UNCOVERED WOOD DECK. 332 SF 2/15/2022 MJW ADD SIL T FENCE11000 GAL. PROPANE TANK UNCOVERED WOOD STEPS.• 96.5 SF _ _ _ _ GARAGE APRON.• 104 SF 1/26/2022 M✓W REVISE PER SCDHS COMMENTS DA TSD 1/19/2022 7 R r "�' 01� RCE BOUND EXISTING OVERHEAD WIRES A9 BE REMOVED BILCO DOOR.• 28 SF BARRIER IR O���- r�L� - PROPOSED UNDERGROUND EZEG SERVICE ON-GRADE PA 770 & STEPPING STONES 402 SF 12/29/2021 MJW REVISE PER SCDHS COMMENTS DA 7ED 11/1/2021 V. ® ® ® iV N COAST (CONTRACTOR TO COPROINATE WITH LOCAL OUTDOOR SHOWER W/STONE PAVERS 32 SF 09/19/2021 MJW DES/GN M-OWTS BOTTOM EL = 33 1 W _ t UTILITY COMPANY.) Date By Revision TOTAL PROPOSED COVERAGE. 4,621.5 SF OR 15.89 JOYP EX/SANGWELL 7O BE ABANDONED Designed by: LZ MJW Drafted b : LZ MJW Checked by: MM 7 N DUMMY CUP, TLP. I I t PROPOSED 3965x' 'NDS 7Uf77RACK"PERVIOUS Ba I re GROUNDWATER EZ. 1.3 LEACH/NG HOLE, TLP. h 422.0' $ I i I GRASS PA VER PARK/NG AREA. tt LEACHING GALLEY SECTION 0 MON. 9.wo - - N 75'S4T50�W 00.00 PROPOSED GEOTHERMAL LOOP fTEZD - 5 IONS Bonacci N.TS 75OLF OF BOR/NG - 3 CLOSED LOOPS TOTAL SOIL BORING SOIL BORING NO 7F.- TH/.S /S A GENERIC DETAIL OF THE MINIMUM SEPARA77ON TO GROUNDWATER. PROPOSED PROcCT-LIM/77NG °' U.P. (LOCA 770VV AND SPECInCA77ONS PROVIDED BY N.T.S. GENERAL NOTES:TOP/BOTTOM ELEVA77ONS VARY FOR EACH SYSTEM. FENCING/L/M/T OF S/7E D/S7URBANCE MILLER ENVIRONMENTAL GROUP) Van Weele, PC REFER TO DRAINAGE CALCUL A77ONS FOR ACTUAL DEPTH OF LEACHING GALLEY FOREL 8.0 1. WATER LEVEL SHOWN EDGOF PAV_ EACH TRIBUTARY AREA. APPROX. LOCATION OF EXISTIN WATER MAIN IS THAT MEASURED w w PROPOSED WATER SER WCE TO CONNECT �yN TO RESIDENCE. EXISTING WATER SERVICE MAND LD OL ON THE DA 7E Engineers • Surveyors • Planners fzoW NORTH PARISH DRIVE ( INDICATED AND MAYHauppauge, I I �� ���� fET/QE POST 10 BE REMOVED. CONTRACT 70 175A Commerce Drive NY 11788 EL 5.0 3 NOT BE RE7ZEC17VE j 70WARD SLOPE IN COOb4DlNA 7E WATER SERVICE TAP WI7N OF DA/L Y SEASONAL DRAINAGE GIANNELS LOCAL WA IFR D/S1R/CT.) ALE BROWN T 631.435.1111 F 631.435.1022 ORaNAOE I 7gtI Gtr' ��y �y��y�-(14-1/� FINE SAND SP VAR/A710NS /N 771E www.bbvpc.com B07I EL 1.0 70 GROUNDWATER LEVEL ` "''""a "o,a GA. 6 W �ao� 2 REPRESENT THE BORING RESULTS Tax Map No.. DISTRICT 1000 SECTION 71 BLOCK 1 LOT 5 2SUP-SURFACE NOTES- WATER IN COND177011Is AT THE (SEE SrC77aV) R SP BOR/NG LOCA7701V 1. WnPO WIRE FENCE 70 BE FASTENED SECURELY Til PALE ONLY AND ARE NOT 495 NORTH PARISH DRIVE � N Mt7VDV NIRS fE7VGL�'(14-1/? N FENCE POSTS YNTH WJRE TIES OR STAPLES. POS75 BROWN 3B"MIN. LENGTH FENCE POST GA., 6''6'MM&PALING? � SHALL BE S7EFL EITHER '7"OR 'U" TYPE OR NECESRSARX Y �-' sxs 777£NLII O F N OR/VDV M/N 16'#V70 QROYlNIx N17Hf)L7ER lXOTH. HARDWt7O0. FINE REPRESENTAI7VE OF SCOTT RESIDENCE SAND COIVD177ONS AT ✓ (� F 10'MAX G 1n Lv I� I� �$. 2. FILTER a07H 70 BE FASTENED SECURELY TO WOVEN OTHER LOCA T/OMS / 1 j ST I }" UNDISTURBED WIRE FENCE W17H 77ES SDA C0 EVERY 24"AT W C.?/ 011OUND AND MID SECTION. FENCE SHALL BE Wt7VEN WIRE, 6' i I I- - - MAXIMUM MESH OPEN/NG. �i r- Q TOWN OF SOUTHOLD SUFFOLK COUNTY C M/PAC7M BALIMU 2 J. WHEN VWt7 SEC7701VS OFR IFR CL07H ADJOIN EACH f i V � 07NE7T THEY SHALL BE OVERLAPPED BY SIX INCHED AND � ,1 FOLDED. f7LTER IN CL 14 SHALL BE£/VEER FILTER X, M/RAD/ �EM EM/EI£D f7LTE72 1X.07H A ip 100X, STAB/L/NKA 7740N, OR APPROVED EQU/VALENT. dry; y,�yd i�: MIN. OF 6'I/V GWZ0UN0. :.�M � �.. r 4. PREFABR/CA7ED UNITS SHALL BE GEOFAB, ' �� O1484 4 8� �G\ PLOT 6'PENE1RA170N INTO DRA/NAG�E CHANNEL V� ENVIROFENCE, OR APPROVED EQUIVALENT. � � EL -5 13' I ` AR 3 0 20� 'FSSIO���<: OR SLOPE � 12-04-20 6ROM/0 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND ELEVATN SECTION MA REM/OIED WHEN BULGES'DEVELOP/N 7HE S/LT � �', McDONALD GEOSCIENCE ATION F THIS DOCUMENT, EXCEPT BY PLAN SGr�( - IO FENCE. , 'I'( ` WATER ENCOUNTERED 7.0' BELOW Southold-fown A LICENSED PROFESSIONAL ENGINEER IN + ar+ s SURFACE Board of7rustees ACCORD WITH SECTION , 1 IL NEW SCDHS REF#• R-21-2997 �+ C ^C /� .,, M„f,, STATE EDUCATION LAW, IS ILLEGAL © 2022 BBV PC UM: SILT FENCE DETAIL Date Scale Project No. Sheet No. O� ^ VIEW: N.T.S. SEPTEMBER 2, 2021 111 = 20' A210254 L CAMPBELL FRAM£& COW?MODIM Na 1735 FW SANITARY SYSTEM CALCULATIONS 14'aot WW OR APPROVED EWAL PROPOSED 5 BEDROOM DWELUNG•0110 GPD/BEDROOM = 550 GPD STOPPER CR END PLUG INFILTRATOR WATER TECHNOLOGIES 073 SYSTEM DES76N, 18W8"X4'CLYVCREW PAD QUICK4 STANDARD CHAMBER 024 051J 066 //A OWTS TYPICAL MOUND DETAIL 7 047 ° 8 REQUIRED 550 GPD RAJED SYS]LrM r+; s •"? r+ ? :•':.. SECTION VIEW 024(NOT TO SCALE) 1 • . PROPOSED.• (1)HYDRO-AC770N AN500(778ERGYASS) Ll- .0 W.0 0241 54- BUOYANCY CAL CULA 7701VS- 2 • 73 1 024 BUOYANT FORCE RESULT/S A/R FUME WITHIN CONTAINERS FULLY IMMERSED/N WATER MIN.3FT FROM EDGE OF 7 16 067 LEACHING SYSTEMTO SLOPE 1 BUOYANT FORCE OF HYDRO-AC7,IOA/AN500 UNIT ' PVC�� MIN.COVER ' Q�248 f1J322 • TOTAL UN/T WIGHT(AN500) s 900 LBS PER CODE PRF-7REA7MENT TANK INT. VOL. BUOYANT FORCE = 3,600 LBS SLOPE AT ESTABLISH + AEROBIC TANK/NIT FORCE = 4.B80 tRS SUITABLE BACKFILL 2%MIN. 12,. VEGETATIVE BUOYANT FORCE - 9,380 LBS 30'ELBOW PER DESIGN _ '' COVER AN77-BUOYANT FORCE: 45•EEBOIIS 60'WYF 2"-4"TOPSOIL 76 i*. •• HELICAL PILE AN77-BUOYANT FORCE = 32,000 LBS SLOPE &SEED • 0248 1 PRONDE(�I HELICAL P/LES x(2) PER DESIGN . TOTAL AN77-BUOYANT FORCE 64,000 LBS �. :}::.:;: :^ ::c ."c;:• .•.::,••ti•y. •: BUOYANCY SAFETY FACTOR (SCOHS RSOUIRES 1.5/PROVIDED) = 1.5/6.8 _� �® :z; " "•_ :.3 :: ;. .��; 1 •e-' • • • • 076 LEACHING R OU Q�57156 6 •076 /NF7LTRATOR QU/LYC4 STANDARD fIAMBER(34'W x 48'L x 12 H) RA TING.' 283 SO.FT./IF LEACHING AREA /N PRESSURIZED SHALLOW DRA/NnLZD AL7ERNATF 'A' AL7MVA7E 'B' DEPTH OF SOIL PER DESIGN 32 CONF7GURAALtiV DOSING RA 7E 0..25 GAL. F. SCDHS STANDARD) PREP SURFACE PER 132 APPLICA77CVV RATE ALLOWED: 3.0 GPD/50.FT. /N ALL NEWSY USE ALTERNATE "A'FOR BENDS, USE ALTERNATE "B"FOR BU/LD/NG LOCAL REQUIRMENT 1-1/2 0 HELICAL PILES � INFILTRATOR W/CK4 STANDARD CNAMBER.• 2.83 SO.FT./1F OF LEACH/NG AREA EX7ENS/0NS/CONNEC7701VS FOR ANTI-BUOYANCY E PLC CONTROL PANEL REOUIRED LENGTH OF LEACH/NG 9ELD: 550 GPD/(3.0 GPD/SF)/2.83 SO.FT,4F 64.7 LF PRO NDE 3 ROWS AT 24LF/ROW= 72LF OF INfX7RATOR QUICK4 STANDARD PLUS CHAMBER CLEANOUT DETAIL (TYPICAL) W/HP80 COMPRESSOR ORIFICE DE9'GN.- PlC CONTROL PANEL `' W/HP80 COM PRESSOR USING PIPE AND PUMP CALCULAI'i7R SOFTWARE FROM GEOMA7R/X SYSTEMS txF4N0UT DETA# Fta4 AREAS NOT SYFB•ECT 7O VDYKXA!AR 7RAFP7C *SIZE OF SYSTEM DETERMINED BY DESIGN INFILTRATOR NUMBER OF ORIFICES PER LA7ER,44- 9 (27 TOTAL) N.T..S: INFILTRAMR WATER TECHNOLOGIES H D-D3 I E C NUMBER OF LATERALS 3 4 e°+...,,k •• 6f ams SPACE ORIFICES AT.• 2 FT 0.C: (NOTE' EVERY FIFTH ORIFICE ALONG THE LATERAL 70 BE DRILLED ICK4 STANDARD CHAMBER fRL>A/ THE BOTTOM OF THE PIPE AND OU7F777ED W17H AN ORlf1LE 57//EZO) QUTYPICAL MOUND DETAIL 17- RESIDUALL HEAD AT LAST ORIFICE,- RESIDUE DIAMETER.- N. 0�6 SECTION VIEW CABLEFASTE21 zo, BOLT AT LIFT E POINTS TO EYE HEA ' S 5 FT MIN/MUM FLOW RA 7E PER ORIFICE: 0.43 GPM s.�or.o bJ DFH 51.E t O}t USING 2 IN. D/A. MA/N, 1.25 IN. D/A. MAN/FOLD, f/N. D/A. LATERAL PIPE (4/TYPICAL) MIN/MUM DESIGN FLOW.16.9 GPM FL LLIII TOTAL DWAM/C HEAD.- 10.0 FT FL)w LI LEACMVAG RaD DOSING. INFILTRATOR WATER TECHNOLOGIES 3 B USING 72 LF. OF/NRL7RA7OR 01//CK4 STANDARD CH/AURFA 104 72 LF x 0.25 GAL/LF= 18 GALIPOSE QUICK4 STANDARD CHAMBER 1 B DOSE LEACHING FIELD AT 18 GAL. PER DOSE PRODUCT SPECIFICATIONS K F 892 PUMP SYZ/NG` (NOT TO SCALE) PROVIDE ORENCO SIMPLEX PUMP VESSEL MODEL PF3005(OR APPROVED EQUAL) PRO14D/NG A 32 GAL VESSEL MWME 64 (_C-C_2_)- 32 GAL VESSEL MWME> 18 GAL/DOSE(PUMP VESSEL SYZ£IS ADEQUATE) PUMP BASIN. TOP VIEW QUICK4 STANDARD MULTIPORT END CAP ORENCO PUMP BASIN MODEL PB24601`7(30 GAL VOLUME WSM) A 64 ADD AN77-f7 OA 7A77CYV FLANGE• 5-QUARE(SEE DETA/L, 5HEET 2) INSPECTION PORT 24' 63 a11 I/A OWTS GENERAL REQUIREMENTS 072 322 72 66 A I. ONLY//A OWTS WCHNOLOGYE.4 APPROVED FOV? GENERAL USE IN ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF HEA1:7H STANDARDS FOR APPROVAL AND MANAGEMENT OF/NNOVA77VF ° QP STAINLESS AND AL7ERNA77W ONS77F WA5TFW47ER 77?EA7MENT SYSTEMS'MAY BE PROPOSED FOR QP Qo 8"INVERT 471 STEEL 6 /NS7ALLA77ON AND USED ON PARCELS AS A MEANS OF SEWAGE DISPOSAL o TETURNBUCKLES -� L" LLJ 37 2. 7H£INSTALLER MUST HOLO A CURRENT uQU/D WAS7F LICENSE PURSTIANT 77 SYIfFOLK COUNTY 16" I 47 ss CODE CHAPTER 563, ART7CYE N/(SEP77C/NDUS7RY BUSINESS) THROUGH 7HE SUFFOLK COUNTY 12" DEPARTMENT OF LABOR LICENSING AND CONSUMER AFFAIRS, PURSUANT TR SUFFOLK COUNTY CODE 563-79. 53" J. ALL //A OW75 MUST BE REGISTERED Wf7H THE DEPARTMENT/N ACCORDANCE W17H ARTICLE 19 OF SIDE VIEW END VIEW WIRE ROPE CLAMPS RUBBER COATED 3/8-INCH GALVANIZED CABLE THE SUFFOLK COUNTY SANITARY CODE PR/OR 70 THE DEPAR7MENr GRAN77NG CER77F7CA77L8V OF 48„ COMPLETED C01VS7RUC77CN ON AS BUILT'PLANS (EFFECTIVE LENGTH) 11.5"OUTLET END* (EFFECTIVE LENGTH) 4. AN EXECUTED OPERATION ANG' 'SUS 1ITMD 0 THE CT BETWEEN THE'R 7.0 NANCE PROVIDER e ® ® 15"INLET END* 1-1/2"0 HELICAL PILES TO BE BILL 0 F MATERIALS AND PROPERTY OWNER MUST BE SUBMITTED A THE DEPARTMENT PRIOR TO APPROVAL /F THE//A 12" (EFFECTIVELENGTH) SET IN NATIVE SOIL.SIZE AND OW7S REGYS7RA77OlV BY THE DEPARTMENT/N ACCOiPDANCE W17H ARTICLE 19 OF INE SUFFOLK COUNTY sANirARr CODE. WITHDRAWL CAPACITY TO BE 5. ALL INSTALLED//A OWTS ARE REQUIRED TO HAW AN IN177AL 3-)EAR WARRANTY AND I I v DETERMINED BY DESIGN ITEM PSN DESCRIPTION QTY; OPERA 7701VIPAIN7ENANCE SERVICE CONTRACT. AFTER THF IN177AL 3-YEAR OPERA77LUV AND III""" 34' ����iii IMFILTRATOR MAINTENANCE SERVICE CO1V wor HAS EXP/RED, PROPERTY OWNERS ARE EXPEC7ED 70 MAINTAIN PROFESSIONAL. HA-1 80056-R TANK,AN500 245 NITROGEN REDUCTION REMOTE 1 INFILTRATOR WATOldER TECHNOLOGIES A 180055 TANK,AN500 245 PRETREATMENT 1 AN OPERATION AND MAIN 7ENANor COIN77RACT/N ACCORDANCE OfTH AR77CIE 19 OF 7HE SUFFOLK 4 NFILT,•OR W ER gECHNO O,IES COUNTY SAN/TARY CODE. (°°°).-4W GENERAL HELICAL PILE CONNECTION B 1 *ALL VIEWS=INSTALLED LENGTH. QUICK4 STANDARD CHAMBER 130002 KIT,SNG 2 TANK CONNECTING STANDARD 6. ALL INSTALLED//A OW75'ARE REWIRED 70 BE SAMPLED/N ACCORDANCE WITH 7H£DEPARTMENTS PRODUCT SPECIFICATIONS N.T.S. C 100111 ASSEMBLY RE-CIRCULATION 245 COMPLETE AN500/AN600 STANDARDS PROMULGA7ED UA/DER AR77CLE 19 FOR APPROVAL AND MANAGEMENT OF INNOVA77VF + 1 EMe avu.os t AND AL7ERNAAVE LYVSY7E WAS'7EWA7ER TREATMENT SYSTEMS' NOTEsalecrio bFDFH s..t,oft D AN500-P AN500 W/PLATFORM COMPLETE 1 1. DETAIL PROVIDED BY MANUFACTURER.• HYDRO-ACTION 7. /NS7ALLA770N AND USE OF THE//A OW7s MUST CONFORM TO 7HE DEPARTWNTS APPROVED IIA 2. ACTUAL HELICAL PILE LAYOUTICONNEC77ON FOR LPAN500 AS PER INSTALLER OR MANUFACTUE EC50-30-L100-PLC EC50-30-L-100-PLCRERS 1 OW75 GU/DANCE DOCUMENT PREPARED IN ACCORDANCE W77H THE STANDARDS FOR APPROVAL 210 PVC SCH 40 SPEC/F/CA]TONS. AND MANAGEMENT OF INNOVA:7W AND AL7ERNA771C ONSIDE WASTEWATER 7REA7MENT SYSTEM.° FROM ORENCO PUMP GRADE TO DIVERT RUNOFF 2"PVC SCH 40 90'ELBOW F7 OW EOUALFZA PON PROCEDURE.- a* - VAL VF BOX W/CAP 1. INSTALL CLEAR P/PE INTO BALL VALVE 2" TO , PVC SCH 40 2. OPEN ALL VAL WS Is SUP PLUG J. 7URN ON PUMP AND N07E ELEVA 770N OF WA 7ER /N EACH P/PE. REDUCER 10 PVC SCH 40 ° 1"PVC SCH 40 BALL 4. EQUALIZE HEIGHT FOR EACH ® 48" HEAD WI77>! BALL VAL VF AT 7F£ \ / •. AN500 245 NITROGEN REDUCTION SYSTEM REMOTE nRAwN BY. ADAVIs ° • APPROVED BY' SIGNATURE owls: REV. PART VALVE START OF LATERAL h dr ction' HA-1 80056-R 5. AFTER EQUALIZA7T0N, 7ZIRN OFF PUMP AND REMOVE PIPES. CLOSE 3-FOOT SQUARE Y�,,•.�P,Ct 10/19/17 000 1"PVC SCH 40 VALVE'AND REINSTALL PLUGS. 0 0 0 0 0 0 DEADMAN SWEEP 90 ORENCO MODEL F7_24G PVC EQUALIZER 10 PVC SCH 40 UD W771Y S S. BOLTS ORENCO INIFRNAL SPLICE BOX 13' Ccm. 3o VAL VF LATERAL 24" GASKEIED FIBERGLASS MODEL S94 PLACE ON 6" BED - OF PEA S70NE 1"PRESSURE LA TERAL 4"� GROMMET INLET ORENCO 1-1/4 00 DISCHARGE ASSEMBL Y SECTION ,"P SCH 40 COUPLING 2" TO 1 11P/PE MODEL G4L MODEL HV125B HEADER W/ EQU. VALVE 3 400 SVR35 PVC FROM LL5' CUT-AWAY NTS O HMROAC70N LPAN500 1-114"o TRANSPORT UNE 70 DRAINn&Q, INSTALL GROMMET G125L 21F5 MODEL MY J 6;1 OR/LL 1/8"DRAIN HOLE/N ELBOW RUNOFF : SL O GRADE TOT " N - ORENCO FLOAT ASSEMBL p � 2�1�PVC SCH OR/LL 1/8 DRAIN HOLE MF3P FLOW O ABOVE CHECK VAL VF M ON/ WATER ALARM VALVE BOX W777� O „ R, OFF PLAN 1"PVC SCH 40 P SCH 40 BALL W. LOW WA7ER1PEDUNDANT OFF PRESSURE LATERA. VAL IF (REFER T17ORENCO HIGH HEAD PUMP /7/2022 JW GEN. DES/GN RE-VISIONS/NYSDEC COMMEN7S DISTAL HEAD PORT SCHEMATIC DETAILS) M S) 3 S7E-£L UFT RING (3) N MCD£L PF3005 2/15/2022 M✓W ADD SXT FENCE/1000 GAL. PROPANE TANK O I00REINFORCED CONCRE7F AN77-FLOA TA 77ON " 1/26/2022 MJW REVISE PER SCOHS COMMENTS DA 7FD 1/19/2022 NTS 2"PVC SCH 40 1"PVC SCH 40 i DIM.- 36 DIAME7ER x 12 DEPTH, EMBEDDED 6 MAN/FOLD PIPE PIPE N DRY WEIGHT.• 3" SQUARE DEADMAN 1,124 LB 12/29/2021 MJW REVISE PER SCDHS COMMENTS DA7FD 11/1/2021 2"xl"PVC SCH TOTAL BASIN BUOYANCY.• 1,129 LB AT 6FT SUBMERS/LU/V 09/19/2021 M✓W DESIGN IA-OW7S PLACE ON 6"BED 40 7EE PLAN . AN77-BUOYANCY(3' SQUARE DEADMAN).- 3,296 LB (292.5) Date By Revision OF PEA STONE IN PVC SCH 40 36" ORENCO PUMP BA REM07F PLC CONTROL SECTION P/PE ORENCO SIMPLEX DISCHARGE MODEL P8246OR SIN WTH SOW INDUCER Designed by: LZ MJW I Drafted by: LZ707­7 Checked by: MM PANEL W/1H A/R PUMP BASIN DETAIL MOUNTED REMO7FZ Y NTS � (INSTALL ABOVE EL. 9.0) INE VALVE SHOULD BE THE HIGH PO/NT, ORENCO PUMP STATION ANTI-BUOYANCY CALCULATIONS Barrett WATER SHOULD DRAIN BACK TO 7N£PUMP • TANK AND 70 G'EOMA T 70 PREVENT FREE27NG BO n a YAS/N HEIGHT TOTAL VOLUME BUOYANCY AT FULL DEADMAN SOIL SUBMERGED CONCRE TOTAL AN77-BUOYANCY t CC PROPOSED A/R SUPPL Y AND FLOW EQUALIZATION VALVE SCHEMATIC (INCHES) (GALLONS) SUBMERSION COVER DEPTH AN77 BUOYANCY AN77-BUOYANCY FACTOR OF ELECTTICAL POWER (POUNDS) (INCHES) (POUNDS) (POUNDS) SAFETY 5 Van Weele, PC TO //A OW1S Mrs TOP OF WALL EL 72 135.36 1,128.90 66 648.24 3,295.94 2922 (SEF PLAN) PROP. A/R VENT CDWRS AS PER MANE/BS WIE7PS sPEaF7CJ17TY OR APPREILM lm EWAL �' (PROPERTY UNE) Engineers • Surveyors • Planners / A OWTS NOTE 7 /Oro AS PER SI.MHS COl4EL LESS THAN 6aX INCL NA - A SAFETY DENSE 175A Commerce Drive Hauppauge,f1N/SY1ED GRADE ALONG OU73/DE L CMAx/MUM a`2.5'OF Ea IENSJAN CLCLARS MAY B£]ISTD 70 BRING CASANG 7D Q4ADEJ R/M EZ tat F. ELEV. 11.25 FOUNDATION 70 BE IN ACCORDANCE' PROPOSED f10tF 21/SCH40 PVC MAN/PALO PIPE pp ge, NY 11788 WITH FEMA STANDARDS FOR FZ000 WN TY PROPOSED/NF/L7RAIi714 OU/CK4 STANDARD Lri/AMBE7t � • ORENCO PUMP BASYN MODEL F6246a7 PROPOSED 10 PVC SCH.40 PIPE LATERALS Q, e PROPOSED I I W7H ANn-FLOATAnaN RANGE- SQUARE 1 2 o7H-*24LF(N a F7CES EACH MEAL (3�707AL) 9 k T 1. 35.1111 F p 31.435.1022 RIM tan www.66v c com CLEAN-OUTJill ��£ USGS HISTORIC WATER ELEVATION CALCULATION •'.' W BOTTOM OF WALL EL GRADE= EL. tbf 0 h>e ( ) $'MIN. 1 R^'3 uses srTFj: 410356072260301 - S 16780.1 APPLY WATERPROOF ,�'4 ® 18 VERT. p �: I o SE£PLAN Tax Ma No.: DISTRICT 1000 SECTION 71 BLOCK 1 LOT 5 DIA. Z 2' Q WILL LAND SURFACE REVA77ON = 43.0(NGM29) 42.0 NA W88 MEMBRANE 7N/S SIDE , . I p CRAWL SPACE -! /NV. 15.5 8 LF 1.25° LIR _ 03/27/07 RECORD H/S717R/C H16H - 5.4 (NGVD29) 4.4 NA W88 OF COI�1(.'R£TE WALL e OUIZET t50LF 4 O SDR-35 PVC PIPE OR /NV. t6.5 APPROVED EQUAL P/TLYf£D 1 4' S QU/VALEIIr B ® ® pW.W. s DECEMBER 20�RECORD LEVEL - .5:2(NGM29) 4.2 NA N <. (CONTRACTOR 70 VER/FY / /FT M/N. *5 LF 4'DIA. SDR-35 ^ �` INTERPOLATED HIS70R/C HIGY/ (T�) r..a e e `��E EXISTING INVERT) PVC PIPE OR EL 4.4 - EL. 4.2 - 0.2 FT s _--~- I 5 ® 13 HORZ. /�O F N 4. /Nt! 153 EQU/VALENT PITCHED IN✓. 17.5 BOTTOM£L 6.53 = EL. 42.0 - EL. 4.4 - 4.9 FT O " F 495NORTH PARI CAST-IRON PIPE 717 EXTEND 1/8%FT MIN. yyV• 150 � 0.2 FT BFT - o5x SH DRIVE THROUGH FOUNDA7IL)lV A a. /NV. X52 -� r(DEP7H Til G.W. ON-S/7£"05X = 0.3' e ° y A F SCOTT RESIDENCE MIN/MUM OF 2 FEET BEYOND _ N ) �� �� S T04 )O FOUNOA7)ON WALL W GROUNDWATER EL. 11.0 EL. L0•F 0.3- EL. 1.3 APPROX/MA7F HIGHEST E71'PEC7ED GROUNDWATER 1=6 + " " � 2 � � 1-0 6 Ni64 //A OWTS NOTES. .a � � 2 G) � � SUFFOLK COUNTY I. GARBAGE GRINDERS AND WA7ER SOFTENERS 57/ALL NOT D/SCH/ARGE TO/A OW7S - ' o• 0 4 O tP 1_�11 LU 2. INSTALL EFFLUENT FILTER(TUFF 711E EF-4 OR APPROVED EQUAL)DROOL UNDER OUTLET ACCESSO \ r , k_ g o • A /48b C9 H.C.W. EL t1.3 COVER. e J. PROVIDE 6'STAB/OILED SAND BED UNDER//A OW75 UN/T,• MAX. 70LERAN07 OF 4'/N ANY D/REC770IV " e 'e a ; �`'' FS$IONI'��? BOTTOM EL. *0.0 1.0 A HEAVY CONSIRUC770N£OUIPMENT SHALL NOT BE ALLOWED NEAR AREA OF//A DOOM ' 4 PERFORATED ORA/NAGE P/PE CPP b S. //A OW7s-WALL BE TESTED FOR WATER 71GYl7NE SS AFTER INSTALLA Hord TER SCDHS/MANUFAC7URER S O ��A R 3 0 2022 (HYDRO-AC47TION SY57FM TO B£ANCHORED SPEC/F7CA77ONS 6 4 ® 1B" VERT DOWN W17H HELICAL PILES OR APPROVED °•. 6. 7H£CON7RAC7OY7 STALL SCHEDULE ALL REQU/RED/NSPEC77ONS W17H B07H SLnHS AND THE DESIGN i • EQUAL SEP BUOYANCY CALCULA7101VS AND ( ) / • +S ', . w E� ILS DETAILS) HYDRO-ACTION AN500 ENGYNEER(PROVIDE 48 HOURS NOTICE. THE D£S/GN ENGINEER SHALL INSPECT THE/ A OWLS PR/OR TO k ' i p 1 BACKFILL AND DURING SYSTEM START-UP. 4.'l ,,u 15 ® 13"HORZ. ALTERATION OF THIS DOCUMENT, EXCEPT 8Y SDuttto!dTown NITROGEN REDUCTION SYSTEM �! Z l/A OWTS SHALL BE INSTALLED WITH A 210 VENT TO 7HE ROOF or TH£RLS/DENCE OR THE VENT P/PE �" w;,rwm! A LICENSED PROFESSIONAL ENGINEER IN Board of Trustees N.TS. MAT MAY BE PIPED TO THE EWER/OR OF THE RESIDENCE AND 7ERM/NA 7E•18'ABOVE GRADE WITH A CARBON CONCRETE RETAINING WALL ACCORDANCE W/TH SECTION 7209 OF NEWLM: F#• R-21-2997 FILTER ALL IEN7s AT 7HE EXTERIOR OF THE RESIDENCE SHALL BE P/7i;HED 70WARD 7HE IIA OW75 AND YORK STATE EDUCATION LAW, IS ILLEGAL © 2022 BBV PC IA OWN PROFILE MAINTAIN 3'S]^PARA1)ON FROM WINDOWS AND DOORS VIEW: N TS N TS. Date Scale Project No. Sheet No. ^ O� SEPTEMBER 2, 2021 1" = 20' A210254 L 2 Robert Herrmann From: Robert Herrmann <rherrmann@enconsultants.com> Sent: Friday, March 25, 2022 10:18 AM To: Cantrell, Elizabeth Subject: QScottevisions,495 North Parish Drive Attachments: Parish 3-24-22 sealed.pdf Elizabeth, In response to deliberations with the Board during the public hearing on March 16th,the site plan for John and Lynn Scott has been revised to reflect a relocation of the proposed retaining wall 3 feet east of the westerly property line and the planting of vegetation between the wall and property line,using only native plantings within 75 feet of mean high water/wetlands boundary. Please note that as a result of this revision,the 125 cubic yards of fill referenced in the project description has been reduced to 110 cubic yards. These changes are reflected on the revised site plan,prepared by Barrett Bonacci&Van Weele,PC,last dated March 24, 2022,a PDF of which is attached hereto,and three(3)hard copies of which will be delivered to your office by Tuesday. Best, Rob Robert E.Herrmann,MEM Coastal Management Specialist En-Consultants 1319 North Sea Road Southampton,NY 11968 Phone: 631-283-6360 Fax:631-283-6136 Email: rherrmann@enconsultants.com www.enconsultants.com D ECEIVE MAR 3 0 2022 Southold Town Board of Trustees 1 DRAINAGE CALCULATIONS PER TOWN OF SOUTHOLD REQUIREMENTS, LEGEND EXIS77NG PROPOSED TO BE REMOVED STORAGE PROVIDED FORA 2 RAINFALL PROPERTY LINE -- CONCRETE' GALLEYS PROVIDE 32 CF OF STORAGE PER VF. PECONIC TRIBUTARY AREA 1 BAY WALL - - - - - - ROOF (NW POR770N) - 699 SF x 1.00 x 2/12 FT = 117 CF ROOF (SE POR770N) - 751 SF x 1.00 x 2/12 FT = 125 CF BUILD/NG WOOD DECKS - 334 SF x 0.60 x 2/12 FT = 33 CF \ ^ PA 770 - 168 SF x 1.00 x 2/12 FT = 28 CF SITE -off- OVERHEAD WIRES - - �i - ��,•`•s¢•3 ,p c STEPS - 165 SF 1.00 x 2/12 FT = 28 CF o 0 TOTAL STORAGE REQUIRED.* JJ1 CF ELECTRIC LINE E E- `�•¢3 3 ^ ON WATER MAIN W STORAGE PROVIDED: _S_• 77DAL WETLANDS BOUNDARY, AS DETERMINED BY U3N ORT WATER SERVICE I►s I w F Y EN-CONSULTANTS ON 8-6-2020, EQUALS MHW 331 CF/32 CF/VF = 10.4 VF PA Is,/Sy pR/ •:�T•0 PROVIDE (4)-3 HIGH GALLEYS (384 CF) < VE UTILITY POLE `� ���•' £X/S77NG 65r4' M90D STEPS AND 65r4' WOOD LAND/NG 77?/BUTARY AREA 2 + •• 70 BE REMOVED AND REPLACED (/N-PLACE) ROOF (NE POR770N) - 636 SF x 1.00 x 2/12 FT = 106 CF 70 SPOT ELEVA 77ON +95.43 94.50_ 0) � �0 . PA 770 - 254 SF x 1.00 x 2/12 FT = 42 CF D 4 s 9 TOE OF CNK STpN 14 p `s' PROPOSED GRADE LEVEL. STEPS - 184 SF x 1.00 x 2/12 FT = 31 CF �7 J CONTOURS / / o o0 0o VMR OF gE4Cy ^'` UR STEPPING STONES (7YP, ) OUI ° SOIL BORING SEE 7RIBUTARY AREA f ° ° o b STORAGE PROVIDED: O _ _15-7- > -, O ° o oU �- � a V AREA SEAWARD OF PROPOSED GRAVEZ PERVIOUS PAVERS 73 PROPOSED (4) CONCRETE LEACH/NG GALLEYS �� O°U e w \ PA 770 TO REMAIN AS NON-D/S7URBANCE Q RIM. 8.0 $ `� o �rO O BUFFER (NO EXIS77NG VEGETA77ON TO BE 179 CF/32 CF/VF = 5.6 VF p EX/SANG 37.5 SF PORACNV OF EXISANG I �U n 0- ° U� �Q ��e 3 REMOVED.) PRD VIDE (2)-3' HIGH GALLEYS (192 CF) CONSTRUCTION NOTES SCREENED PORCH/ 70 BE REMOVED Cbp °O - O TRIBUTARY AREA 3 1. ALL MA7FRIALS AND METHODS OF THE CONSTRUCTION SHALL IGyy�. ° PLACE AP50 CY FILL TO RA/SE CONFORM TO THE STANDARDS AND SPECIF/CA170NS OF THE `` -,� p GRADE A MAXMX. OF 1 FOOT. ROOF (SW PORTION) 1,076 SF 1.00 x 2/12 FT= 179 CF - TOWN R SOUTHOLD AND ANY OTHER AGENCIES AS ew e.o OP O,r o0 O A PROPOSED 336 SF OUTDOOR SHOWER - 32 SF x 1.00 x 2/12 FT = 5 OF KEY MAP APPL/CABLE. NEW 6-8"x5=5" WOOD STEPS EX END 70 PORCH WALL /V O GRADE LEVEL PERNDUS GRAVEL PA 710 TO OR/VFWA Y - 1,411 SF 1.00 x 2/12 FT= 235 CF SCALE.- 1" = 200' �\ k ` BE CONSTRUCTED IN PLACE OF EX/SANG STONE APRON - 104 SF x 1.00 x 2/12 FT = 17 CF 2. ANY DAMAGE TO THE'PUBLIC R/GHT OF WA Y OR NE/GHBOR/NG ew 7o MIN.$ °O 670 SF BR/CK PA nO TO BE REMOVED STEPS & PA VERS - 272 SF x 1.00 x 2/12 FT = 45 CF SITE DATA PROPER77ES AS A RESULT OF CONSTRUCTION AC771477ES I �� NEW 4-2 x3=3" WOOD STEPS SEE 7RIBUTARY AREA TOTAL STORAGE 2 U/ 4 1 CF SHALL BE IMMED/ATFL.Y REPAIRED A T THE CONTRACTOR'S/INSTALLER EXPENSE TO THE SA77SFAC77ON OF I `� EUSANG BR/CK PA 770 TO BE REMOVED 8. ?eo,� s PROPOSED (2) CONCRE1F LEACHING GALLEYS STORAGE PROVIDED: OWNER/APPLICANT................................. JOHN SCOTT THE TOWN ENGINEER. c9 RIM.- 7.9 9 DEER CREEK LANE 916110, 67 PROPOSED 334 SF 01900 DECK ADD/nON / Z 481 CF/32 CF/VF = 15 VF MT. K/SCO, NY 10549 3• DURING CONSTRUC770'N, THE CONTRACTOR /S RESPONSIBLE TO r +o�� 37.5 SF POR OF£XISANG PROVIDE SITE SECURITY BY MEANS OF TEMPORARY FENCING, I $s ° V o SCREENED PORCH TO BE REMOVED PROVIDE (4)-4' HIGH GALLEYS (512 CF) SITE ADDRESS ........................................ 495 NORTH PAR/SH DRIVE LOCKS, ETC. TO A VOID TRESPASS/NG DURING HOURS WHEN I �� 1 ry 5' OAF SOUTHOLD,NY 11971 WORK IS NOT TAKING PLACE. I I Bw 5a 15 T ��y3'�• \ I TRIBUTARY AREA 4 20 ` �F� ORI VEWA Y - 1,387 SF 1.00 x 2/12 FT = 231 CF PROPOSED 22 SF 1 S70RY ADDISDN 6 17.7r' ...................................LOT AREA ............ 29,33o SF (0.67 AC) S � ?s �s�c �D \ 8J 4. PROJECT DEMOL177ON INCLUDING REMOVAL OF EXIS77NG 0 I .0 • s, m1• STORAGE PROI/IDED: FACIL177ES, DRAINAGE SY57FMS, RETAINING WALLS AND OTHER " NEW 8t-51W-50 WOOD STEPS EXTEND TO PORCH WALL USE ......................................................... SINGLE FAMIL Y RESIDENCE S7RUC7URE5, IS TO BE PERFORMED IN CONFORMANCE W/TH PROPOSED 28 SF BILCO DOORS o• S S � v THE REGULA 77ONS OF THE TOM OF 'IRF » 'h Ar o / O PROPOSED 30 SF RAISED Wt�OD S700P /N PLACE OF B/ECO 231 OF/32 CF/VF = 7.2 VF ZONING .................................................... R-40 DINER APPROPR/A 7F AGENCIES THE ECON IRA CTOR /SAND ALL �4 J qR EX/SANG CHIMNEY TO REMAIN RFS1Iiy�RYAQ e �' O 8 DOOR Fq coNs O o,Q¢8 PRO14DE (4)-2 HIGH GALLEYS (256 CF) RESPONSIBLE FOR OBTAINING ALL PERM/75 FOR DEMOL1170N I PROPOSED AC EQUIPMENT PAD AT GRADE RFo ��Uo ipn_% 1 PROPOSED 86 SF AT GRADE MASONRY PA AO GROUNDWATER MANAGEMENT ZONE........ IV P C11- AND DISPOSALVINE SHAOLLED/EBR/SGS7RUC7URE5 AND BE BURIED ON 7NEMS/7FRIALS.ALL I I PROPOSED 128 SF 1 & 2 STORY ADD/SON Bw 50 Advo �ovNogn�'isnf Y` 'R O 1 I R/M t8.5 ( t85) NOTES 5. AT NO IN PLACE OF EXIST. 2ND FLOOR OVERHANG & c" Ay �6 OIq J PROPOSED 16 SF 1 S70RY ADDIAON UNSUITABLE MA7ERIAL AND DEBRIS SHALL BE DISPOSED OF ROOFED OVER PAnO 70 BE REMOVED .a 4V sfipy R cki R 6' 1. THIS PLAN REFERENCES A BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY /N ACCORDANCE Wl7hl TOWN, COUNTY, STA 7F AND FEDERAL KENNETH M WOYCHUK LAND SURVEYING, PLLC, LAST DATED APRIL 1, 2021. a�'4 LAWS, CODES AND ORDINANCES. AREA 3 PROPOSED AT GRADE S7EPP/NG Qj ,<So o> , ��'�J t�' 1 RIM f65 �? QY4 , ,s.o 56 SF PORAON OF EX/SANG ONFLLING 70 BE REMOVED STONE (TYP.) 100, 1j aj e < Aqp Qs, 2. REFER TO BUILDING PLANS AND PLOT PLANS BY MERYL KRAMER ARCH17FCT LAST 6. WHERE FILL MATERIAL IS REQUIRED, IT SHALL CONS/ST OF I I S�BAC 4• � , �n �. `�W b Q PORAON OF EX/SANG HOUSE WJ7N/N SIDE YARD CRUSHED STONE OR BANK RUN SAND AND GRA VEL FREE SAN C.O. K� o, of c 4,, 4� '- REVISED MARCH 18, 2021, FOR ADDl770NAL BU/LD/NG INFORMS ADN. FROM ORGANIC OR OTHER UNSUITABLE MATERIALS. THE I ° U+r'� ENG/NEER RESERVES THE RIGHT TO REJECT ANY UNSU/TABLE RIM �E8.5 M q ss• ti[S )o PROPOSED UNDERGROUND PROPANE TANK EXISTING LOT COVERAGE 3. LOCA 77ON, CONNEC77ON AND SPEC/F7CA77ONS OF GEOTHERMAL WELLS BASED ON A OUTLET INV f6.5 00J ° 6 PLAN PROVIDED BY MILLER ENVIRONMENTAL GROUP INC. ON SEPTEMBER 13, 2021. MA7FR/AL BROUGHT ON 57 7E FOR USE AS F/LL. q h I (APPROX. 1000 GAL.)(40 >sx16) (CON7RAC70R TO VERIFY N 8.0 2Ebsn ?� ,�' `. r w CALCULA77ONS PROVIDED BY MERYL KRAMER ARCHITECT. 7. PLACE TRENCH BEDDING AND BACKFILL MATERIALS IN LAYERS EXISANG INVERT `' h �� "TO'TNc �3. 1 1:� 4. S17E IS LOCATED WITHIN FEMA FLOOD ZONE X AS SHOWN ON FEMA MAP t� at e >- S? EXISTING GRAVEL DRIVEWAY TO BE REMOVED NOT EXCEEDING 12" IN THICKNESS WHEN USING HEAVY i TEV F R cq 9 S,r�. r LOT COVERAGE (TOWN OF SOUIHOLO BUILDABLE LAND) 36103C0166H EFF SEPTEMBER 25, 2009. „ AREA BETi4£EN PROPOSED RETAINING WALL 3 R O `aVp Rq COMPAC77ON EQU/PME:NT OR 6 WHEN US/NG HAND OPERATED I I AND {t£S7FRLY PROPERTY UNE Tt0 BE q moo/ o��'�Py, q�q X10 R s' PROPOSED 4t-00 x 8t--Om OUTDOOR SHOWER W/ BASED ON AREA LANDWARD OF LIMIT OF BEACH (26,222 SF) ' EQUIPMENT. COMPACTION SHALL BE 959 MODIFIED PROCTOR I LANDSCAPEDIPLAWED WITH WGETA77ON N� N G`S / STONE PAVERS AT GRADE. (PROVIDE 55 GAL. DRUM 5. EX/SANG UALInES AS PER PRECISION MARKOU75; INC DA TED JULY 11 2020. DENSITY (NATIVE PLANTINGS ONLY W11H/N 75'OF MHW) BW t5.0 li Nook'/N Fw �E� r I STi7RAGE UNDER SHOWER DWELLING. 2,091 SF AREA 4,"X °OQsjS ryry / r O PROPOSED 222 SF NDS TUFFIRACK PERMEABLE GRASS SCREENED PORCH.- 514 SF 6. ALL ROOF LEADERS TO BE CONNECTED TO S/TE DRAINAGE SYSTEM. SEE 8. THE CONTRACTOR OR INSTALLER /S RESPONSIBLE FOR THE EX/SANG 5 BEDROOM SAN/TORY SYSTEM 727 BE GARAGE W/2ND FLOOR OVERHANG- 600 SF ARCHlTFC7URAL PLANS FOR ROOF DOWNSPOUT LOCA SONS. REMOVAL OF ABANDONED U77LITY SERME CONNEC77ONS AND ABANDONED TO SCDHS STANDARDS �i / ? 8.5t PAVER PA AO, W-6"x12=0" THE COORDINA77ON OF THE INSTALLA77ON OF NEW SERVICE I O / •P• NEW GENERA7OR TO REPLACE EWSANG TOTAL EXIS77NG COVERAGE. 3,205 SF OR 12.29 7. PIPE MATER/ALS SHALL BE AS SPECIFIED BELOW, UNLESS OTHERWISE N07ED CONNEC77ONS, AND SHALL COORD/NA 7F AND INSTALL ALL /i .p ® ,. / . ON THE PLAN.• WORK Wl7N THE APP/70PR/ATE U77L/TY COMPANY. = -- I PROPOSED /A OWTS CONTROL PANEZ �� y I PROPOSED 37 SF COVERED PORCH O p y/. 1:. LOT COVERAGE (NYSDEC ADJACENT AREA) ROOF DRA/N PIPE - 4" D/A. OR-18 ® 19 MIN. " i 0. I BASED ON IMPER14OUS SURFACE AREA LANDWARD OF MHW (2' MIN. COVER) (I' MIN COVER /N LANDSCAPE AREAS) 9. INE CONTRACTOR OR INSTALLER lS DIRECTED TO VERIFY THE d' o� i0/ . £X/SANG OVERHEAD EZEC7R/CAL LINES 70 BE BUR/ED, LOCA77ON OF ALL U77UnES PR/OR TO BEGINNING WORK, AND TO TAKE MEASURES .4S NECESSARY TO PROTECT ALL �� f9.2 ::"-:'. POLE TO BE REMOVED. (29,330 SF) M! U77L177ES INTENDED 70 REMAIN /N PLACE. RELOCATION WILL TRIBUTARY Ah EX/SANG nMBER RETAINING WALLS TO BE REMOVED Z J � 1b I W I (CONTRACTnR lO COORDINATE WITH LOCAL UAUTY DWELL/NG. 2,091 SF BE COORDINATED BY THE CON7RACTOR WITH THE 2 I MIN. , COMPANY.) SCREENED PORCH.- 514 SF SCALE. 1" = so' NctiE PRECAST CONCRETE STRUCTURE NOTES: APPROPR/A 7F U77UTT OWNER. EUSANG 77MBER STEPS & TRELLIS 70 BE REMOVED `�' i PROPOSED AT GRADE S7E'PPING STONE GARAGE W/2ND FLOOR OVERHANG. 600 SF TW 70 to WOOD WALKWA Y5:• 381 SF 10. THE CONTRACTOR OR INSTALLER 1S RESPONSIBLE TO SECURE PROPOSED HYDRO-AC77ON RBERGLASS AN500 ewfso �N 50Z EA �_ 77MBER STEPS.- 90 SF 1. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT S7FEL ALL NECESSARY PERMITS PRIOR TO COMMENCING WORK. � BRICK FA 770.- 670 SF REINFORCEMENT FOR 7EMPERA7URE AND SHRINKAGE, 7RANSPORT, AND W,rH HELICAL PILES (5 BEDROOM CAPACITY) �, '('.:'.' BIL CO DOOR.- 25 SF TO ALLOW THE S7RUC7URE TO WITHSTAND AASHTO H-20 LOAD/NG AT RIM EL.f8.2 i 'Ll GA �' GARAGE APRON.- 104 SF THE COVER COND177ONS SHOWN ON THE PLANS. PROPOSED ORENCO PUMP AND BASIN ^ PROPOSED STONE STOOP & STEPS CUT/FILL ANALYSIS 1 ` a::::: (SEE CALCULA TONS AND D£TS/L) 'y k. I ROOF OVERHANG AT GARAGE 7O BE REMOVED TOTAL EX/SANG COVERAGE- 4,475 SF OR 15.29 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST CONCRETE BASED ON THE EXIS77iVG TOPOGRAPH/C /N'ORMA AON PROVIDED BY DINERS" /N 'a ^ ' �, I :�, STRUCTURES SHALL INCLUDE MANUFACTURERS CERAF/CA AON THAT COMPARISON TO THE PROPOSED GRAD/NG AND DRAINAGE PLAN PREPARED,• BW so I t I NEW 104 SF STONE APRON TO REPLACE CONCRETE PROPOSED LOT COVERAGE THE S7RUC7URES ARE DESIGNED TO WITHSTAND THE LOADS N07ED THE APPROXIMATE NEI' CUT/FILL IS 310 CUBIC YARDS CLEAN SANDY FILL TO BEI E 7RUCKED /N FROM AN APPROVED UPLAND SOURCE" I I P, EXIS77NG BUR/ED LP TANK TO BE REMOVEDCALCUL.A SONS PROVIDED BY MERYL KRAMER ARCH/7ECT. ABOVE PROPOSED MASONRY RETA/N/NG WALL Z I I PROPOSED /NEIL IRA TOR 011/CK4 STANDARD CHAMBER J. ALL PRECAST STUC7URES SHALL BE MANUFACTURED WITH 4000 PS/ LEACHING GALLEY DATA APPROX/MA1F 142 LF, MAX. 3FT,HE/GHT 6 J 0 INSTALL (3) ROWS 2.83' WIDE X-E24LF (72LF 70TA4 LOT COVERAGE (TOWN OF SOU7NOLD BUILDABLE LAW) /28 DAY STRENGTH CONCRETE N NOT INCLUDING END CAP) INSTALL DISTAL HEAD Til BASED ON AREA LANDWARD OF LIMIT OF BEACH (26,222 SF) INTERNAL DRAIN MALL INTERNAL VOWSEE 7R/BUTARY AREA 3 ME APPROX. DRAIN OPENINGS WEIGHT --� 5 BE INSTALLED AT END OF EACH ROW. SEE SHEET 2. WALL HGT. AREA (SF) CF GAL. TOTAL SIZE ANGLE (Lb.) PROPOSED (4) CONCRETE LEACH/NG GALLEY 6 I DWELLING. 2,623 SF EX/SANG UAUTY POLE TO BE REMOVED V-0" 17.0 32 239 12 3/4" X 6" 14 DEG. 4,150 RIM.- 9.5 1 ^ SCREENED PORCH- 439 SF BW so W (CCN77?ACT9R TO COORDINATE WITH LOCAL GARAGE- 528 SF GRAPHIC SCALE V-6" 25.5 48 359 16 3/4" X 6" 14 DEG. 4,730 A 5.5 I X 31 I 2'-0" 34.0 64 479 20 3/4" X 6" 14 DEG. 5,325 � I UAUTY COMPANY.) COVERED ENTRY PORCH. 37 SF N/F ew 4.0 + I / UNCOVERED WOOD DECK. 332 SF 20 0 10 20 40 8o 2'-6" 42.5 80 598 26 3/4" X 6" 14 DEG. 5,905 M. BENIC - Cb ZONE X 3'-0" 51.0 96 718 34 3/4" X 6" 14 DEG. 6,485 3 I 0 2y; CHANCE ANNUAL fL�- TOTAL PROPOSED COVERAGE.* 3,959 SF OR 159 3'-6" 59.5 112 838 40 3/4" X 6" 14 DEG. 7,065 I E73 tj =73 PROPOSED FILL 7N/S AREA. 7 N.THEODOSOPOULOS EX/SANG *VOD STEPS 70 BE REMOVED PLACE'APPROX. 110 CY 727 I I f � /-�ppp Z DDS N/F LOT COVERAGE (NY5•DEC ADJACENT AREA) 4'-0" 68.0 128 957 48 3/4" X 6" 14 DEG. 7,675 AREA BETWEEN PROPOSED RETAIN/NG WALL BW 4.0 RAISE GRADE A MAX OF I I Ml BASED ON IMPERVIOUS SURFACE AREA LANDWARD OF MHW (29,330 SF) IN AND WESTERLY PROPERTY UNE 70 BE LANDSCAPED/PLAN7ED W17H VEGETATION 3 2.5 FEET �� SEE TRIBUTARY AREA 4 1 inch = 20' ft GRADE EL. -6.8 (NA 77W PLANTINGS ONLY WHIN 75'OF MHW) / t / PROPOSED (4) CONCRETE LEACH/NG GALLEYS DWELLING.- 2,623 SF 5 101: k RIM. 6.5 SCREENED PORCH.• 439 SF 3/24/2022 AS SH/FT WEST RETAINING WALL 2' TRIBUTARY AREA 1 PIPE KNOCKOUT 9 Z PROPOSED MASONRY RETAIN/NG WALL -� � 00 � GARAGE- 528 SF ' o APPROXIMA TE 30 LF, MAX. 1.5FT HEIGHT �' : � :: COVERED ENTRY PORCH., 37 SF J/712022 "JW GEN. DES/GN REVISIONS/NYSDEC COMMENTS' 2 (EACH SIDE) � BW 50 6 1 i W PROPOSED GRA VEL DRI VEWA Y UNCOVERED WOOD DECK. 332 SF 2/15/2022 MJW ADD SILT FENCE/1000 GAL. PROPANE TANK TOP EL = 5.8 UNCOVERED WOOD STEPS.- 96.5 SF __ _ •+v I GARAGE APRON.* 104 SF 1/26/2022 MJW REVISE PER SCOHS COMMENTS DATED 1/19/2022 tl r ------- 1- � �.� 0 RCE BOUNDARY ` EXISANG OVERHEAD WIRES lO BE REMOVED BILCO DOOR. 28 SF 12/29/2021 MJW REVISE PER SCDHS COMMENTS DA7FD 11/1/2021 COASTAE-�R _f_ } 1 - T " . PROPOSED UNDERGROUND ELEC. SERVICE ON-GRADE PA n0 &%TEPP/NG STONES 402 SF (CONTRACTOR 70 COPRD/NA 7F WITH LOCAL OUTDOOR SHOWER W STONE PAVERS 32 SF 09/19/2021 MJW DES/GN IA-OWTS• Designed b IEEE® ® ® N N ,� 1 �� UAUIY COMPANY.) Date By Revision BOTTOM EL 3.3 1 TOTAL PROPOSED COVERAGE. 4,621.5 SF OR 15.89 Desi LZ MJW Drafted b LZ MJW Checked b MM = `� + os EWSANG WELL 70 BE ABANDONED9 y y y 10" _ .. DUMMY CUP, TYP. I i PROPOSED 396SF 'NDS 7UFFMACK" PERVIOUS 1. N LEACHING HOLE, TYP. 422.0' ON $ ff GROU�NOWATER EL. 3 1 GRASS PAVER PARKING AREA. Ba rre M I 9.2.::::: ON. - LEACHING GALLEY SECTION y� -N 75'54'50" W 100.00 PROPOSED GEOTHERMAL LOOP FIELD - 5 TONS ` BOnaCCi N.T.S. I U P 75OLF OF BOR/NG - 3 CLOSED LOOPS 7i7TAL SOIL BORING SOIL BORING N07F• THIS IS A GENERIC DETAIL OF THE MINIMUM SEPARA77ON TO GROUNDWATER. PROPOSED PROUECT-UM/nNG C' I \ (LOCA 77ON AND SPECIRCA77ONS PROVIDED BY N.TS. GENERAL NOTES: Van TOP OTTOM ELEVA77ONS VARY FOR EACH SYSTEM. FENCING/L/M/T OF SITE DISTURBANCE MILLER EN14RONMENTAL GROUP) Weele, PC REFER TO DRAINAGE CALCULA77ONS FOR AC7ZIAL DEPTH OF LEACH/NG GALLEY FOR EDGE OF PA! EL S. 1. WATER LEVEL SHOWN EACH IR/BUTARY AREA. APPROX. LOCATION OF EXISTIN WATER MAIN /S THAT MEASURED Planners W_ w w w 'Al- W PROPOSED WATER SERVICE TO CONNECT MIXED SAND oL ON 7HE DATE Engineers • Surveyors • NORTH PARISH DRIVE TO RESIDENCE. EXISANG WA VER SERVICE AND LOAM /ND/CA TED AND MA Y �X POSN7 TO BE REMOVED. (CONTRACT TO EL 5.0 3' NOT BE REFLECnVE 175A Commerce Drive Hauppauge, NY 1 1788 I ADW ( FENCE 70 BE ANaYEO COORDINATE WAVER SERVICE TAP W 7H OF DA/LY SEASONAL :631.435.1111 F 631.435.1022 l t 70WAM SLOPE IN ALE BROWN DRAINAGE d/ANNEZS LOCAL WATER DISTRICT) FINE SAND SP VAR/AAONS /N INE www.bbvpc.com GROUNDWATER LEVEL. �Bo77W OF DRAINAGE I #VW9V IHRE FENCE(14-1/1 EL 1.0 79 CHANNa OR SLOPE GA., 6W*MESH SIRAaNG) 2. THE BOR/NG RESUL 7S N17H FxEm awx REPRESENT Tax Map No.: DISTRICT 1000 SECTION 71 BLOCK 1 LOT 5 SUB-SURFACE I s£cNOT(SEFnaw) WATER IN (SEF CONDI SONS A T THE 1. HV WN WIRE FENCE TO BE FASTENED SECURELY 70 PALE SP BORING D ARECA NV PLAN Nt91�£N IHR£FDK-E(14-1/'2 N FENCE POSTS W TH WIRE TIES OR STAPLES POSTS BROWN LCESSAR%YE NOT ; 4 95 NORTH PARISH DRIVE 36'MIN. LENGTH fENLE PAST GA., 6�'6'MESi�!SPAMG) � SHALL BE STEEL E17HER "r OR "u" TYPE OR FINE � OF NE DRIMV ISN. 16'/N70 GiROLM w7H fTL7ER aonL _ s'�6 � I HAROwt SAND REPRESENTS AVE OF / P( Oji \ L ! p 0°N,ER�AnONS. ����� STO(r, L SCOTT RESIDENCE ' <7, 2. FILTER CLOTH TO BE FASTENED SECURELY Til WOVE7V 10 MAJC Lr 7th G I ,, - �- UNDISTURBED WIRE FENCE WITH 77ES SPACED EVERY 24"AT TOP " m " -X11-II .•••�:i? GROUND AND MID SECTION fENCE SHALL BE WOVEN WIRE, 6 Q '• - MAXIMUM MESH OPENING. � � c� TOWN 0E-SOUTHOLD _. SUFFOLK COUNTY ECECOlL/PAC7ED BAL7�'f1LL J. WHEN T*V SEC OF RL TER CL ADJO/N EACH D N f. n OTHER THEY SHALL BE OVERLAPPED BY SIX INCHED AND lU I I.../'r------ a R FOLDED FILTER CLOTH SHALL BE EITHER f1L1FR X, M/RAD/ 148AJ tj� Emom nuER aon/A tp 100X, STABILINKA TT40N, OR APPROVED EOU/VAL£NT. i f MIN. OF 6'/N OTOUND. . . 1 MAR 3 0 2022 X01 FssIONP`� I`` 1a 3 0 P� 4. PREFABRICATED UN/TS SHALL BE GEOFAB, j MAR 20,,. _ 6'PENEIRAnaw INTO DRAINAGE afANNEL ENNROFENCE, OR APPROVED E!J[//t/ALENT. 1 i EL -5 13' 1 G�40YIND Of?SLOPE 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND � 12-04-20 ELEVATION SE0.170N MATERIAL REMOVED W IfN 19ULG£S'DEVELOP/N 7HE SILT � McDONALD GEOSCIENCE I Southold cf Town FENCE Bnard Gf T-IJSt"p5 ALTER TION OF THIS DOCUMENT EXCEPT BY Southold Town k . I i ;,w>" WATER ENCOUNTERED 7.0' BELOW _ '" NSED PROFESSIONAL ENGINEER IN 9 OF NEW C Board ofTn st�ee ACCODANCE TH SURFACE YORKRSTATE EDI UCATIONIDLAW20S ILLEGAL `� ����� © 2022 BBV PC SILT FENCE DETAIL ' $��fry •'�Y^. . T : .:"���:� Date Scale Project No. Sheet No. � L O� ^ LM: SEPTEMBER 2, 2021 1" = 20' A210254 VIEW: N.T.S CAMPML ME FRAd COMM MAOIEL Na 1735 FW SANITARY SYSTEM CALCULATIONS 14_ MNG OP OR APPROMW E�MAL 073 PROPOSED 5 BEDROOM DW£LUNG 0110 GPD/BEDROOM = 550 GPD •S70 PD?OR END PLUG INFILTRATOR WATER TECHNOLOGIES 024 05, 066 QUICK4 STANDARD CHAMBER 047 SYSTEM DESIGN. 1871787X4'Gl'AIIOMW PAD TYPICAL MOUND DETAIL 024 IIA OWTS SECTION VIEW REQUIRED.• 550 GPD RATED SY57EXf R 3 �'; `�? MOTTO SCALE) 241 Qf541 PROIPOSED.• (1)HYDRO-AC770N AM500(FIBERGLASS) I y`� 2 737--' 024 J BUOYANCY CALCULATIONS- M 0s7 BUOYANT FORCE RESULT IS AIR l4OL.UME'W 77AN'CONTAINERS FULLY IMMERSED/N WATER MIN.3FT FROM EDGE OF 7 1• • ' � LEACHING SYSTEM 10 SLOPE 02 BUOYANT FORCE OF HYDRO-AC776W AN500 UNIT P�P� MIN.COVER 8 22 TOTAL UNIT WEIGHT(AN500) 900 LBS PER CODE SLOPE AT ` PRE-TREATMENT TANK INT. VOL. BUOYANT FORCE = 3,600 LBS o ESTABLISH o AE7�OB/C TANK/NT. VQL. BUOYANT FORCE = 4,880 LBS SUITABLE BACKFILL 2/o MIN. 12" VEGETATIVE BUOYANT FORCE = 9,380 LBS 30-ELBOW PER DESIGN �""- 76 AN77-BUOYANT FORCE. COVER HELICAL P/L£AN71-BUOYANT FORE 32000 LBS 6� SLOPE 4"TOPSOIL ' :+ ,• 02a� SEED • PROVIDE(�J HELICAL PILES x(2) PER DESIGN • TOTAL AN77-BUOYANT FORCE = 64,000 LBS �J .•, BUOYANCY SAFETY FACTOR (SCDHS REOU/RES 1.5/PRONDED) = 1.5/6.8 wwiM :.2:•`J, • M. ;� �'•• 'r •i l` Q1511 LEACH/NG F+ELD: Y • 7 057-!L- 7, . . 076 SCJ57 5 6 070 1NnL IRA70R QUICK4 STANDARD L�'•/AMBER(34'W x 48'L x 127•/) 16 32 - � RA77NG• 2.83 SO.FT./LF LEACHING AREA IN PRESSURIZED SHALLOW DRAINRaD ALIEIIMAW 'A' ALTERNATE 'B" DEPTH OF SOIL PER DESIGN 132 CONRGURA7701V DOSING RA 7E. 0.25 GAL./L.F. (SCDHS STANDARD) PREP SURFACE PER APPLICA770/V RATE ALLOWED: JO GPD/SO.FT. IN ALL VIEWS USE AL7ERNA7E "A"FAR BEND• USE AL7ERNA7E "B"FOR BU/LD/NG LOCAL REQUIRMENT 1-1/2 0 HELICAL PILES is INRLBTATOR QUICK4 STANDARD CHAMBER.- 2.83 SO.FT,/IF OF LEACHING AREAFOR ANTI-BUOYANCY E PLC CONTROL PANEL REOU/RED LENGTH OFLEACHING FIELD.- 550 GPD/(3.0 GPD/SF)/2.83 SGFT,/LF= 64.7 LF EXTENSIONS/CONNECAONS (TYPICAL) W/HP80 COMPRESSOR PRO NDE 3 ROWS AT 241FAOW- 72LF OF INFILTRATOR QUICK4 STANDARD PLUS CHAMBERCLEANOUT DETAIL �� G PLCCON-MOLPANEL W/ CON-MOL COMPRESSOR OR/FTCE DESIGN, XXEANOY/T DETAL Fw AREAS NOT SUB.ECT Tt7 VEHICULAR 7RAMC *SIZE OF SYSTEM DETERMINED BY DESIGN IIIFILTRATOR C USING PIPE AND PUMP CALCULATOR SOFTWARE FROM GEOMA7RIX SYSTEMS NUMBER OF ORIFICES PER LATERAL 9(27 TOTAL) N.T.S: INRLTR m wA,ER,EcHNaLows H D_D3 E NUMBER OF LATERALS 3 a e••n.•.r.�0)am aab C'oeaa SPACE ORIFICES AT.• 2 FT O.a (NOM: EVERY F'F7H ORIFICE ALONG 7HE LATERAL TO BE DRILLED QUICK4STANDARD CHAMBER FROM THE BOnOM OF THE PIPE AND OUTF77ED WITH AN ORIFICE SHIELD) TYPICAL MOUND DETAIL CABLE FASTENED TO EYE ORIRCE DIAMETER,- 1/8/N, SECTION VIEW RESIDUAL HEAD AT LAST ORIFICE 5 FT ae I t05'21/20, BOLT AT LIFTING POINTS MINIMUM FLOW RATE PER ORIRCE.• 0.43 GPM W b,DFH ,of, (4/TYPICAL) USING 2/N. D/A. MA/N, 1.25/N. DIA. MAN/FOLD, 1 IN. D/A. LATERAL PIPE F JL1 MIN/MUM DESIGN FLOW" 16.9 GPM ,DIET 7OTAL DYNAMIC HEAD. 10.0 FT LEACH/NG FIELD DOSING• INFILTRATOR WATER TECHNOLOGIES B 104 USING 72 L.F. OF lNF/LIRA 70R QUICK4 STANDARD CHAMBER. QUICK4 STANDARD CHAMBER 8911- 72 X1 LF x 0.25 GAL./1F- 18 GALIPOSE PRODUCT SPECIFICATIONS F DOS£LEACH/NG FIELD AT 18 GAL. PER DOSE K (NOT TO SCALE) PUMP S/Z/NG• D PROVIDE ORENCO SIMPLEX PUMP VESSEL MODEL OPF3005(LTR APPROVED EQUAL) 64 C-C2 63 PROVIDING A 32 GAL. VESSEL 147L.UME 32 GAL VESSEL VOLUME> 18 GAL/bOSE(PUMP VESSEL SIZE/S ADEQUA7E) TOP VIEW QUICK4 STANDARD MULTIPORT END CAP A sa s3 PUMP BASIN.• ORENCO PUMP BASIN MODEL P67246OR(30 GAL Vt7LUME VESSEL) INSPECTION PORT24 ADD AN71-F!OATA770N FLANGE: SQUARE(SEE DETAIL, SHEET 2) e I/A OWTS GENERAL REQUIREMENTS p 0 ° J 72 322 72 66 q L ONLY//A OPTS TECHNOLOGIES'APPROVED FOR GENERAL USE IN ACCORDANCE WITH SUFFOLK STAINLESS COUNTY DEPARTMENT OF HEALTH STANDARDS FOR APPROVAL AND MANAGEMENT OF/NNOVA77W • 471 STEEL 6 AND ALTERNA77W ONSITE WASTEWATER 7REA7MENT SYSTEMS"MAY BE PROPOSED FOR Q 8"INVERT 2 INSTALLATION AND USED ON PARCELS AS A MEANS OF 0 SEWAGE DISPOSAL � TURNBUCKLES 16„ 47 66 2. 7HE INSTALLER MUST HOLD A CURRENT UQU/D WASTE LICENSE PURSUANT 70 SUFFOLK COUNTY CODE CHAPTER 563 AR77CLE N/(SEP77C INDUSTRY BUSINESS') 7HROUGH 7HE SUFFOLK COUNTY 12" DEPARTMENT OF LABOR LICENSING AND CONSUMER AFFAIRS PURSUANT 70 57/FFOLIX COUNTY CODE 53" 563-79 WIRE ROPE CLAMPS RUBBER COATED 3/8-INCH J. ALL l/A OWTS MUST BE REGISTERED W17H 7HE DEPARTMENT IN ACCORDANCE WITH AR77CLE 19 OF SIDE VIEW END VIEW �1�34'--I GALVANIZED CABLE THE SUFFOLK COUNTY SANITARY CODE PRIOR 70 THE DEPARTMENT GRAN7I1VG C£RnRCA77ON OF 48^ CAVPLETED CONS7RUCnOW ON AS BUILT'PLANS. (EFFECTIVE LENGTH) 11.F OUTLET END* (EFFECTIVE LENGTH) 4. AN EXECUTED OPERA77ON AND MAINTENANCE COINTRACT BETWEEN THE MAINTENANCE PROVIDER IN 15"INLET END' 1-1/2"0 HELICAL PILES TO BE BILL 0 F MATERIALS AND PROPERTY OWNER MUST BE SUBM/TIED 70 7HE DEPARTMENT PR/OR TO APPROVAL lF 7HE//A 12" cEFFECTIVE LENGTH) SET IN NATIVE SOIL.SIZE AND OWTS REGSTYAnON BY 7HE DEPARTMENT/N ACCORDANCE WIN AR77aE 19 OF THE SUFFOLK COUNTY SANITARY CODE. WITHDRAWL CAPACITY TO BE DETERMINED BY DESIGN ITEM P/N DESCRIPTION QTY: 5 ALL INSTALLED//A OW75 ARE R6011/RED TO HAV£AN/N/nAL 3-YEAR WARRANTY AND �-•-34" naFILTRATOR PROFESSIONAL. HA-180056-R TANK,AN500 245 NITROGEN REDUCTION REMOTE 1 OPERA 7701111MMA/N7ENANCE SERINCE CON7RACT. AFTER THE/N/nAL 3-YEAR OPERA nON AND MAINTENANCE SERVICE CO1V7RACT HAS EXP/RED, PROPERTY OWNERS ARE EXPECTED TO MAINTAIN INMLTRATM WA,v,TECMZM" A 180055 TANK,AN500 245 PRETREATMENT 1 AN OPERA 7701V AND MAINTENANCE CaV7RACT IN ACCORDANCE W IH AR77CLE 19 OF THE SUFFOLK `�"""''' 2M-44OW '°°""x"' GENERAL HELICAL PILE CONNECTION (°°°)�'-44'1° B 130002 KIT,SNG 2 TANK CONNECTING STANDARD 1 COUNTY SANITARY CODE. *ALL VIEWS=INSTALLED LENGTH. QUICK45TANDARD CHAMBER 6. ALL INSTALLED IIA OW7S ARE RFOLARED 70 BE SAMPLED IN ACCORDANCE W9TH 7HE DEPARTMENTS PRODLCT SPECIFICATIONS N.T.S. C 100111 ASSEMBLY,RE-CIRCULATION 245 COMPLETE AN500/AN600 1 STANDARDS PROMULGATED UNDER AR77CLE 19 FOR APPROVAL AND MANAGEMENT OF lwom77PF EMB o.r<05/21/201! NOTE- D AN500-P AN500 W/PLATFORM COMPLETE 1 AND AL7ERNA77W 01V,97F WAS•IEWATER 7REA7MENT SYS7EM3:' +e bFDFH 9we,a, 1. DETAIL PROVIDED BY MANUFACTURER.• HYDRO-ACTION E EC50-30-L100-PLC EC50-30-L-100-PLC 1 7, /NSTALLA7701V AND USE OF THE i/A OW73 MUST CONFORM 70 THE DEPARTMENTS APPROVED l/A 2. ACTUAL HELICAL PILE LA YOU T/CONNEC77ON FOR LPAN500 AS PER INSTALLER OR MANUFACTURERS OWT5 GU/DANCE DOCUMENT PREPARED IN ACCORDANCE W IH 7HE STANDARDS FOR APPROVAL 210 PVC SCH 40 SPEC/FICA77ONS. AND MANAGEMENT OF INNOVAnVE AND ALTERNA77W ONST7E WASTEWATER IREATMENT SYSTEX. FROM ORENCO PUMP GRADE TO DIVERT _ RUNOFF 2"PVC SCH 40 90'ELBOW FLOW EOUAUZA 170N PROCEDURE- 1. ROCEDURE VALVE BOX W/CAP 1. INSTALL CLEAR PIPE IN70 BALL VAL VE 2" TO 1 11 PVC SCH 40 2. OPEN ALL VAL VES • �- 1" SVP PLUG J. TURN ON PUMP AND NO 7E*ELEVA770AI OF WA7FR /N EACH PIPE. REDUCER TEEVC SCH 40 \ / •• AN500 245 NITROGEN REDUCTION SYSTEM REMOTE DRAWN en Awvts N 1"PVC SCH 40 BALL 4. EQUAUZ£HEIGHT FOR EACH ® 48"HEAD WITH BALL VAL HE AT ' APPROVED BY: SIGNATUREJDare: - PART VAL VE START OF LA 7FRAL. 3-FOOT SQUARE hyd rte" Ction• 1 on s/1 00o HA-1 80056-R 5. AF7ER EQUAUZA770N, TURN OFF PUMP AND REMOVE P/PES. CLOSE DEADMAN 1"PVC SCH 40 VAL W AND REINSTALL PLUGS. 00 00 00 SWEEP 90 ORENCO MODEL fL24G 24" GASKEIED FIBERGLASS PVC EQUALIZER 1"PVC SCH 40 L/D WITH S.S. BOLTS ORENCO INTERNAL SPLICE BOX 13' o VAL VE LA 7ERAL o MODEL SB4 - PLACE ON 6"BED 4"o GROMMET INLET ORENCO 1-1/4 10 DISCHARGE ASSEMBLY OF PEA STONE IN PRESSURE LA 7ERAL PIPE MODEL G4 MODEL HW25B SECTION f"PVA SCH 40 COUPLING 211 TO 1 11 HEADER W/ EQU. VALVE 3 4"O SDR35 PVC fROM " x5' CUT-AWAY N.T.S HYDROAC77ON LPAN500 1-11410 IRAN-c4 UNE 1D DRAINnaQ, INSTALL GROMMET G125L GRILL 1/8"DRAIN HOLE IN ELBOW O GRADE TO D/VERT 6 N � RUNOFF 2'x1"PVC SCH / " ^ ORENCO FLOA T ASSEMBL Y O 40 IEE ORA 1 8 DRAIN HOLE MODEL MF3P21FS FLOW O ABOVE CHECK VALVE YB.• ON/11/GH WATER ALARM VAL W BOX W77H �- O R.• OFF CAP W` LOW WA lER/REDUNDANT OFF 1"PVC SCH 40 PVC SCH 40 BALL PLAN PRESSURE LA 7ERA. VALVE (REFER li7 GEOMA T ORENCO HIGH HEAD PUMP 3/7/2022 M✓W GEN. DESIGN REV7SlONS/JV YSDEC COMMENTS S7FEL UFT RING (3) ' MODEL PF3005 TAILS) 2/15/2022 "JW ADD SILT FENCE/1000 GAL. PROPANE TANK DISTAL HEAD PORT SCHEMATIC DE REINFORCED CONCRETE AN77-FLOATA77CVV 1/26/2022 MJW REVISE PER SCDHS COMMENTS DA TED 1/19/2022 N rs 2"PVC SCH 40 » N �, DIM. 36" DIAMETER x f2"DEP77I, EMBEDDED 6" 1 PVC SCH 40 '• DRY WEIGHT.• 3" SQUARE DEADMAN 1,124 LB 12/29/2021 MJW REVISE PER SCDHS COMMENTS DA 7FD 11/1/2021 MAN/FOLD PIPE P/PE ;� TOTAL BASIN BUOYANCY 1,129 LB AT 6FT SUBMERSION 09/19/2021 MJW DES/GN M-OWTS 2"xl"PVC SCH • PLACE ON 6"BED 40 TEE PLAN I 36; I AN77-BUOYANCY(3' SQUARE DEADMAN).- 3,296 LB (292.1;') Date By Revision OF PEA STONE 1"PVC SCH 40 I'• ORE7VC0 PUMP BASIN WI7N FLOW INDUCER Designed by: LZ MJW Drafted b : LZ MJW Checked by: MM SECTION PIPE ORENCO SIMPLEX DISCHARGE MODEL P62460F7 REM07F PLC CONTROL PANEL WITH AIR PUMP BASIN DETAIL " MOUNTED REMOTELY NTS Ba rrefi� (INSTALL ABOVE EL. 9.0) THE VVALW SHOULD BE THE HIGH PO/NT, WATER SHOULD DRAIN BACK 70 THE PUMP QRENCO PUMP STATION ANTI-BUOYANCY CALCULATIONS TANK AND TO GEOMAT 127 PREVENT FREEZING BASIN HEIGHT TOTAL VOLUME BUOYANCY AT FULL DEADMAN SOIL SUBMERGED CONCRE TOTAL AN77-BUOYANCY BOnacci 1 PROPOSED AIR (INCHES) (GALLONS) SUBMERSION COVER DEPTH AN77-BUOYANCY AN77-BUOYANCY FACTOR OF ELEC7R/CAL POWER FLOW EQUALIZATION VALVE SCHEMATIC (POUNDS) (INCHES) (POUNDS) (POUNDS) SAFETY Van WeelQ Pc TO //A 0WTS N.T.s 72 135.36 1,128.90 66 648.24 3,295.94 2929 (�� N �• moi, PROP, AIR VENT COVERS AS PER MANUFACWRERS SPECFICAnaaS OR APPROVED EOUAI (PROPERTY UNE) Engineers • Surveyors • Planners (//A OWTS NOTE 7) COWS LESS MAN 6ACBS MILL HAW A SAFETY DENCE/UD AS PER SCDHS FINISHED GRADE ALONG OUTSIDE OF (M Q f�OF 2.5'OF EX7EN.9ON CaJARS MAY BE USED m BRING CASnNG To&W) 175A Commerce Drive Hauppauge, NY 11788 F.F. ELEV. 11.25 FOUNDA7701V TO BE IN ACCORDANCE PROPOSED*I&F 210 SCH40 PVC MANIFOLD PIPE C com T631.435.1111 F 631.435.1022 149TH FEMA STANDARDS FOR FLODO PROPOSED dVfILTRA 7DR DU/CK4 STANDARD C.YYAMBER G. = VENTS ORENCO PUMP BA57N MODEL P6246on PROPOSED 110 PVC SOY.40 PIPE LATERALS ^� www.66vpc.com AND-FLOAU770V FLANGE: S17UARE LENGTH!t24LF(9)ORIFICES PER LATERAL (7ZF 70TAL) ! -5 k P PROPOSED I I /nL�ts0 O Z.0 FEET eETWEEN Own=EACH BRANQH(3) SLOPE USGS HISTORIC WATER ELEVATION CALCULATION : . .' W B077i7M OF WALL EL. CLEAN-OUT GRADE-EL. t8.0 » » (SEE PLAN) USGS STEP 410356072260301 - S 16780,1 APPLY WA 7ERPRODF �(4 ® 18 VERT. 2 CL. I I #Vzrr 5'MIN. k '� WELL LAND SURFACE ELEVA77ON = 43.0 (NGVD29) 42.0 NA W88 MEMBRANE 7H/S S/DE •A. . •° cis�j Tax Map No.: DISTRICT 1000 SECTION 71 BLOCK 1 LOT 5 CRAWL SPACE /NV t5.5 DIA. Z Q OF CONCRETE WALL 1,� ® 03/27/07 RECORD H/BYOB/C H/GY•1 5.4 (NG 4.4 NA W88 � .° SCN40 PVC N ® ® w W A. DECEMBER 2006 RECORD LEVEL = 5.2(NGW29) 4.2 NA W88 /�) Q r , SLOP£ F,2ZLLI1EQUIVA LE I ° . -_� OUTLET x00&- 4%SOR-35 PVC P/PE OR INV t6.5 APPROVED EQUAL PIT HED 1 4" /N7ERPOLA TED HISTORIC HIGH (CON7RAC70R 70 VER/FY / /FT MIN. 15 LF 4'D/A. SDR J5 t EZ. 4.4 - EL. 4.2 = 0.2 FT DRIVE EX/S77NG INVERT) INV. t5.3 PVC PIPE OR /NV *Z5 BOTTOM EL 6.53 z EL. 42.0 - EL. 4.4 = 4.9 FT i1�5 ® 13"HORZ. 4 95 NORTH PARISH EQUIVALENT PITCHED mI✓. t50 0.2 FT/38.8 FT = 0.5.X °. OF NE CAST-IRON PIPE 70 EXTEND 1/8%FT MIN. ,. Lj! MIN/MUM OF 2 FEET EYOND N n W �2; �O 7'(DEPTH TD G.W. ON-ST7E)a5X = 03• TT RESIDENCE /NV .i•5.2 FOUNDAnON WALL GROUNDWATER EL. f1.0 EL. LO+ 0.3- EL. 1.3 APPROXIMATE HIGHEST EXPECTED GROUNDWATER 1-6 1'O 6" k r c, TOWN OF SOUTHOLD SUFFOLK COUNTY VA OWTS NOTES- '°rI ° � (� �� � 1. GARBAGE GRINDERS AND WATER SOF7ENERS SHALL NOT DISCHARGE 70 11A 0WIS ,, _. .;, .h,,.,•, ,_q ; 4 I Z ' LV 2. INSTALL EFFLUENT FILTER(7UFF 777E EF-4 OR APPROVED EQUAL)DIRECTLY UNDER OUTLET ACCESS , _ • �;' °•• � N �`�4�_ ALU H.G.W. EL 11.3 COVER. ° •° t� J PRO NDE 6-STABILIZED SAND BED UNDER//A OWLS UNI r- MAX. 701LERANCE OF;'/N ANY D/REC770N. ° . • �A 70148a BOTTOM EL. tao a 1.0 4. HEAVY CONS7RUCnON EQUIPMENT SHALL NOT BE ALLOWED NEAR AREA OF//A OW75 4"PERFORATED DRAINAGE PIPE CPP ° e p RnFFSSIONP� „ 5. //A OW7S SHALL BE TESTED FOR WATER 776H7NESS AFTER INSTALLA DON PER SCDHS/MANUFAC7URER S " -I (HYDRO-ACnON SYSTEM TO BE ANCHORED 4, SPEClf7CAnONS. 4 ® 18 VERT e• DETAILS DOWN WITH HELICAL PILES OR APPROVED ;°. 6. THE COIVTRAC70R SHALL SCHEDULE ALL REQUIRED/NSIDECnONS WITH BOTH SCDHS AND THE DESIGN ) - • �" EOUAL SEE BUOYANCY CALCULA77ONS AND ENGINEER(PROVIDE 48 HOURS N077CE� 7HE DES/GN ENGINEER SHALL INSPECT 7HE//A OWLS PR/OR TO I I 1 r I I '' may » ' HYDRO-ACTION AN500 - 15 13 HORZ. ALTERATION OF THIS DOCUMENT, EXCEPT BY DETAILS) BACKFILL AND DURING SYSTEM START-UP. ;,;,,w+ �., _ NITROGEN REDUCTION SYSTEM ELEV 7. //A OWTS SHALL BE INSTALLED WITH A 2'0 VENT 70 THE ROOF OF THE-RESIDENCE OR THE VENT PIPE A LICENSED PROFESSIONAL ENGINEER IN .*aO MAY BE PIPED 70 7HE-EXTERIOR OF THE RESIDENCE AND 7ERM/NATE 1B'ABOVE GRADE WITH A CARBON ACCORDANCE WITH SECTION 7209 OF NEW SCDHS REM R-21-2997 N.T.S: FILTER. ALL VENTS AT 7HE EXTERIOR OF THE RESIDENCE SHALL BE PITCHED 7OWAR0 INE IIA OW7S AND CONCRETE RETAINING WALL YORK STATE EDUCATION LAW, IS ILLEGAL © 2022 BBV PC LM: IA OWTS PROFILE MAINTAIN 3'SEPARAnoN FROM WINDOWS AND DOORS: Date Scale Project No. Sheet No. ^ Ct� ^ VIEW: NTS. N.TS SEPTEMBER 2, 2021 1" =2o' A210254 L 1 From: meryl kramer merylQmkarchitect.com Subject: Fwd:495 N Parish Trustee Meeting Date: March 16,2022 at 5:04 PM To: Begin forwarded message. From: Boris Benic <BBenicrE-kbLgp,sxom> Subject: RE:495 N Parish Trustee Meeting Date: March 16, 2022 at 2:31:19 PM EDT To: Robert Herrmann <rherrrn araeg nccar ;uagtants.con >, 'LYNN SCOTT' <lynird gA.0 matt( mail.com> Cc: "'Scott MD, John"' <pohr� cZLQ; ; fftg ai1.cotrn>, 'meryl kramer' <Mel I,f�)mkarchitect.coi >, 'Marina DeConciliis' <ijiar°i 7r ukar hwtect.c am>, 'Dave Cichanowicz' <,rrr ti,Keenvdesagn a vahoo.com> Dear John and Lynne Scott and The Southold Board of Trustees: This email serves to advise you that yesterday, March 15, the Scott family, their architect, landscape architect, and myself had a discussion regarding the renovation of the Scott's property. Their property borders ours. Yesterday we discussed my concerns relating to the barrier of privacy trees that are currently between our properties (which would have to be removed) and the location and aesthetics of a concrete wall. On the call yesterday we discussed: 1. The possibility of moving the wall more towards their property to allow new privacy trees to be planted to replace the current privacy trees, at no expense to me. This is very important, since my driveway, at certain points, is close to the property line. 2. Installing a more decorative wall rather than a plain concrete wall. I am meeting with their landscape architect on Saturday, March 19, to review the plans for the proposed wall and replacement of privacy trees. Regards, Boris and Maureen Benic Boris Benic 516-248-7361 Ctiu�jiU�ir� r O soarfrus . DRAINAGE CALCULATIONS LEGEND EX/SANG PROPOSED TO BE REMOVED PER TOWN OF SOUTH&D EOU/R£MENTS, STORAGE PROVIDED FORA 2"RAINFALL PROPERTY LINE CONCRETE GALLEYS PROVIDE 32 CF OF ST27RAGE PER W. PECONIC WALL = _ _ _ _ _ TRIBUTARY AREA 1 BAY ROOF (NW PORTON) - 699 SF x 1.00 x 2/12 FT - 117 CF BUILDING WOOD DECKS - 334 Sr x a 60 x 2112 FT = 33 CF PA 770 - 168 SF x 1.00 x 2/12 FT = 28 CF , STEPS - 165 Sr x 1.00 x 2/12 FT - 28 CF SITE OVERHEAD WIRES - - -OH- ., S A� TOTAL STORAGE REQUIRED. 2067rZ ELECTRIC UNE -E E- �' 4' ` O 36 STORAGE PROVIDED: jj � _ WA7ER MAIN w `� ♦. 77DAL WETLANDS BOUNDARY, AS DETERMINED BY 206 CF/32 CF/VF = 6.4 VF m IVORY WATER SERVICE Its I ♦My�, -� EN-CONSULTANTS ON 8-6-2020, EOUALS MHW PROVIDE (3)-J HIGH GALLEYS (288 CF) v PARISH PROVIDE (1)-3 H/GH GALLEY(96 CF) HOT 7UB OVERFLOW UTLIIY POLE `� /�'�. ' EMS77NG 6'x4' WOOD STEPS AND 65e4' WOOD LAND/NG TRIBUTARY AREA 2 � SPOT ELEVATON +95.43 +94.50 TO BE REl6/OVED AND REPLACED (/N-PLACE) ROOF (NE PORnON) - 636 SF x 1.00 x 2/12 FT = 106 CF 70 9�- s�'- T� ST J6' PA AO - 254 SF x 1.00 x 2/12 FT - 42 CF O CONTOURS OF CNK ON ,gRMO �� PROPOSED GRADE LEVEL STEPS - 184 SF x 1.00 x 2/12 FT - 31 CF o O� \ o o 00 /N?of BREACH UR STEPP/NG STONES' (TYP.) TOTAL S10HAGE REQUIRED. 179 CF SOIL BOR/NG o O SEE 7RIBUTARY AREA 1 , O fl �° V STORAGE PROVIDED: 0 PERVIOUS PAVERS PROPOSED (3) CONCRE7F LEACHING GALLEYS r � Oro oU o U e� � � AREA SEAWARD Of PROPOSED GROAN RIM.- 8.0 `n (J �� ry 0 \ PA AO TO REMAIN AS NON-D/STURBANCE 179 CF/32 CF = 5.6 VF �o BUFFER (NO EX/SANG VEGETA TON TO BE O CONSTRUCTION NOTES EWS TNG 37.5 SF PORTON OF EX/STNG I $ L �O n o o° U o p �Q 0 3 REMOVED.) PROVIDE (2)-3' HIGH GALLEYS (192 CF) SCREENEO PORCH TO BE REMOVED �D Z � o PLACE APPROX. 50 CY FILL TO RAISE TRIBUTARY AREA 3 1. ALL MATERIALS AND METHODS OF THE CONS7RUCAON SHALL GVF GRADE A MAX. OF 1 FOOT. ROOF (SE PORTON) - 751 SF x 1.00 x 2112 FT = 125 CF CONFORM 70 THE STANDARDS AND SPEaFCA77ONS Cly 7HE / TOWN OF SOUTHOLD AND ANY OTHER AGENCIES AS PROPOSED 336 SF KEY MAP APPLICABLE. NEW 6=8"x5--5" NVOO 57EPS EXTEND 70 PORCH WALL -B� F ��- O GRADE LEVEL PERVIOUS GRA VEL PA n0 TO STORAGE PROVIDED: \ k � BE CONS7RUCTED IN PLACE OF EX/SANG SCALE. 1" = 200' 2. ANY DAMAGE 70 INE PUBLIC RIGHT CF WAY OR NE76HROR/NG � B � �0 670 SF BRICK PA n0 TO BE REMOVED 125 CF/32 CF/VF = 3.9 VF PROPERTES AS A RESULT Or CONS7RUCnaN AC77N77ES I %%b NEW 4=2"x3=3" WOOD STEPS Bw�o O PROVIDE (I)-4'HIGH GALLEY(128 CF) SITE DATA SHALL BE IMMEDIATELY REPAIRED AT TH£ I ` - SEE TR/BUTARY AREA 2 CON7RAC7VR5//NSTALLER EXPENSE 70 THE SA77SFACnO1N OF EX/STNG BR/CK PA AO TO BE RE7l/OVED 8. \� �,�o,Q PROPOSED (2) CONCRETE LEACH/NG GALLEYS 7R/BUTARY AREA 4 OWNER/APPL/CANT................................. JOHN SCOTT THE TOWN ENG/NEER. O . s AYM• Z9 ROOF (SW PORTON) - 1,076 SF x 1.00 x 2/12 FT= 179 CF 9 DEUR CREEK LANE ew so 1 6 q- `; OUTDOOR SHOWER - 32 SrSF x 1.00 x 2 12 FT = 5 CF MT. K/SCO, NY 10549 ,3. DURING CONSTRUCTON, THE CCW7RAC70R IS RESPONSIBLE 1O PROPOSED 3.32 SF WOOD DECK ADD/TON ; 37.5 SF PORTON OF EX/SANG PROVIDE S/7F SECURITY BY MEANS OF 7EMPORARY FENCING, M/N `" �'. rn'Al SCREENED PORCH TO BE REMOVED DRIVEWAY - 1,411 SF x 1.00 x 2/12 FT- 235 CF LOCKS, £TC. TO AMID TRESPASSING DURING HOURS WHEN Dr a S/1F ADDRESS........................................ 495 NOR7N PAR/SH OR/VE N � Oil, STONE APRON - 104 SF x 1.00 x 2/12 FT = 17 CF' ° �? ti ` 5' E` SOUTHOLD,NY 11971 WORK IS NOT TAKING PLACE i I Bw 0 15 TOTAL STORAGE i , ? slgpy3' \ `�. STEPS dr PA VERS - 272 Sr x 1.00 x 2/12 FT = 45 CF PROPOSED 22 SF 1 STORY ADD/DON s '0 o " %�9 M/ 20 \ �F LOT AREA ............................................... 29330 SF (0.67 AC) 4. PROJECT DEMOLIAON INCLUDING REMOVAL OF EVS71NO O I � B FAC'L/AES, DRAINAGE SYSTEMS RETAINING WALLS AND OTHER �y 5 k - 71r 0� r 17.r 7r J STORAGE PROVIDED: I 8. �o �''4 O NEW 8-5 x5-5 WOOD STEPS EXTEND TO PORCH WALL S,RUC7URES, IS TO BE PERFORMED /N CONFORMANCE W7H -44 PROPOSED 28 SF B/LCO DOORS R 9 Ib• I �s��.�;` USE." SINGLE FAMILY RESIDENCE THE REGULA ACN/S OF THE TOWN OF EAST HAMP7CN AND ALL q I a o• R F.Y,s sr SON r O O PROPOSED 30 SF RA/SED WOOD S70OP IN PLACE OF 81WO 461 CF/32 CF - 15 VF OTHER APPROPR/A AF AGENCIES INE CONTRACTOR /S ARF qR EXISTING CYHIMNEY TO REMAIN Fc AN°Ry c m a DOOR - ZONING .................................................... R-40 RESPONSIBLE FOR OBTAINING ALL PERM/7S FOR DE�IOLIACt'V I q 3 Fq pap's SF PROVIDE (4)-4'HIGH GALLEYS (512 CF) AND DISPOSAL R EXISTING STRUCTURES AND MDEMOALS. I I PROPOSED AC EQUIPMENT PAD AT GRADE oFo���gc Hoot, I PROPOSED 86 SF AT GRADE MASONRY PA TO GROUNDWATER MANAGEMENT ZONE........ lV ry F� S7,gVROq(NF Tp 9 o i (�f85) 7R/BUTARY AREA 5 5. AT NO AME 57HALL DEBRIS BE BURIED ON THE SITE. ALL I PROPOSED 128 SF 1 8c 2 S7t7RY ADD/ADN Bw�a ^• N0 Ho Fk/S c LC y wR F Q, q 7Fp I RIM 1A DRIVEWAY - 1,387 SF x 1.00 x 2/12 FT = 231 CF NOTES UNSU/TABLE MA7ER/AL AND DEBRIS SHALL BE DISPOSED OF IN PLACE OF EXIST. 2ND FLOOR OVERHANG & 4y�'��0,%o nO,�,n�o Q*4 L�� O� ROOFED OVER PA AO TO BE REWOV£D O PROPOSED 16 SF 1 STORY ADD/TON IN ACCORDANCE' IWTH TOM, COUNTY, STATE'AND FEDERAL AREA 4 � s• �F��^��r �PFA7�� s R 6'� STORAGE PROVIDED: 1. THIS PLAN REFERENCES A BOUNDARY AND 70POGfRAPH/C SURVEY PREPARED BY LAWS, CODES AND ORD/NOVICES PRAOOSED AT GRADE STEPPING Et.° �'�o" be I KENNET/ M WDYC'f1UK LAND SURVEY/N� PLLC LAST DATED APRIL 1, 2021. �''> S ��y 4 0` {t 7g•o' 56 SF PORTON OF EXISTING DWELLING TO BE REMOVED 231 CF/32 CF/VF' = 7.2 VF STONE (TYP.) 10 . 3j�, ?sTNfw rooRn°8> \ 6. WHERE f1LL MATERIAL /S REQUIRED, /T SHALL CONSIST OF O S Ay PROVIDE (4)-2' HIGH GALLEYS (256 CF) 2 REFER TO BUILD/NG PLANS AND PLOT PLANS BY MERYL KRAMER ARGy<IIIECT LAST cO^'S � ,° O PORTON OF EXISANG HOUSE WITHIN s/DE YARD REVISED MARCH 18, 2021, FOR ADD/TONAL BUILD/NG /NFORMA ADN. CRUSHED STONE CR BANK RUN SAND AND GRAVEL FREE �C fir• FROM ORGANIC OR OTHER UNSUITABLE MA AERIALS THE I SAN C.O. K� OFA P4; 44;T ENGINEER RESERVES THE RIGHT TO ERCT ANY UNSUITABLE OUTLET/NV f6.5 omo R h �'ss'' q, oq cs o 'Fo 6• PROPOSED UNDERGROUND PROPANE TANK EXISTING LOT COVERAGE 3. LOCA AON, CONNECTION AND SPEClf7CA DONS OF GEOTHERMAL WELLS BASED ON A MATSMAL BROUGHT ON 97F FOR USE AS FILL `� nqy ry I (APPROX. 1000 GAL.)(40-OX162 PLAN PROVIDED BY MILLER ENVIRONMENTAL GROUP INC. ON SEP7FMSER 13, 2021. (CON7RAC70R TO VERIFY O ? is ?� ^• r w CALCJLA AGNS PROVIDED BY MERYL KRAMER ARCHITECT. 7. PLACE TRENCH BEDDING AND BACKfILL MATERIALS IN LAYERS FAIS77NC INVERT) �� "ro s nNc m e- as EXISTING GRAVEL DRIVEWAY TO BE REMOVED 4. S/7E IS LOCA IED WITHIN FEMA FLOOD ZONE X AS SHOWN ON FEMA MAP NOT EXCEEDING 12 IN THICKNESS WHEN USING HEAVY ti TFk F Ip cq 9 �.' LOT G10VFRAGE TOWN CF SOUTHOLD BUILDABLE LAND) SEE 7R/BUTARY AREA 3 ,p o F,yo Rq „ ( 36103C0166H £f7: SEP1ZiNBER 25, 2009. COMPACTION EOU/PMENT OR 6 MIEN USING HAND OPERATED I I PROPOSED (1) CONCRETE LEACHING GALLEY s';rF',, NR t',4 / PROPOSED 4t--O" x 8-0 OUTDOOR SHOWER W/ BASED ON AREA LANDWARD CF LIMIT OF BEACH (26,222 SF) EOUIPMENT. CIOMPACTON SHALL BE 95V MODIFIED PROCTOR 4'c, moo,yqN 1 p RIM.- 8.0 �iy .� NFcs M / R E {� STONE PAWRS AT GRADE. (PRO NDE 55 GAL. DRUM , EX/SANG UAL/AES AS PER PREC/S/O'V MARKOUTS, INC DATED JULY 11, 2020. DENS/TY. AREA 5 Bw f o ?4 q�RLys SOL tiry `: 'R.::•:';; ,, r ;-E STORAGE UNDER SHOWER) DWELLING. 2,091 SF y SCREENED PORCH: 514 SF 6. ALL ROOF LEADERS TO BE CONNECTED TO S/7E' DRAINAGE SYSTEM, SEL' 8 7H£ GONIRAC70R OR INSTALLER /S RESPGYMS/BLE FOR THE EX/SANG 5 BEDROOM SAN/TARY SYSTEM TO BE ? :': ': `•'::':':': �n PROPOSED 222 SF NDS 7UFF7RACK PERMEABLE GRASS GARAGE W/2ND FLOOR OVERHANG 600 Sr ARCH11FC1URAL PLANS FOR ROOF DOWNSPOUT LOCAAONS. REMOVAL OF ABANDONED UTILITY SERVICE COVNECTGNS AND ABANDONED 70 SCARS STANDARDS = � C &5t O PAVER PA AO, 18=6 X12-0' 7HE COORDINATLYV Cts THE/NSTALLA77ON OF NEW SERVICE '` : ,p• NEW GENERATOR TO REPLACE EX/S77NG TOTAL EX/STNG COVERAGE 3,205 SF OR 12.29. 7. PIPE MATER/ALS SHALL BE AS SPEC=IFIED BELOW, UNLESS 07HERWISE NOTED CONNECnONS, AND SHALL COORD/NA 1F AND INSTALL ALL R::; ;. .,; : ::.:.:.::^ WORK WITH THE APPROPRIATE UTUTY COMPANY. PROPOSED lA OW1S CONTROL PANEL p �-- PROPOSED 37 SF COVERED PORCH ON INE PLAN. �" 4A �i`.:::::t:<:: : ::.: W LOT COVERAGE (NYSDEC ADJACENT AREA) ROOF DRAIN PIPE - 4' D/A. DR-18 ® 1X MIN. 9• 77-IE C1ON7RAC70R OR INSTALLER IS DIRECTED 70 VERIFY 7HE ° `�` " .,.,A '` '` I BASED ON IMPERVIOUS SURFACE AREA LANDWARD OF MHW 1 FEET MIN. COVER "� �i:� ��:•.`'•:�"�:?� ... :•.:•:' •'' ��' '•••'� EX/SANG OVERHEAD ELECTR/CAL LINES TO BE BUR/ED, ( ) LOCA ALN OF ALL U77L/TES PR/QR 7i2 BEGINNING Wt�RK, AND POLE 70 BE REMOVED. (29,330 SF) TO TAKE MEASURES AS NECESSARY TO PROTECT ALL >:`:::;:: : : ::: -- :;ATI , ,.;: tv UTILITIES INTENDED TO REMAIN IN PLACE RELOCATION WILL TRIBUTARY MAP EX/SANG TIMBER RETAINING WALLS TO BE REJ�IOVED Z MI � t CON7RAC70 TO COORD/NA 7E WT LOCAL U77L/TY BE COORD/NA TED BY THE CON 7RAC7OR WITH 7HE „ - ✓ '`:':` " :; d .:;: ::: ( DWELLING: 2,091 SF . .;>FST�.�. :. � .�,iL//N:�:. , ::: ::•.� � COMPANY.) SCREENED PORCH' 514 SF SCALE 1 60 2 :'f ::.: ::. v APPROPRIATE UTC/TY OWNER EXISTING nUSER STEPS & TRELLIS TO BE REIb/OVED =: :•:::::;:: `.•` `.;:::.::` ::;: V PROPOSED AT GRADE S7t�PP/NG STONE GARAGE W/2ND FLOOR OVERHANG 600 SF PRECAST CONCRETE STRUCTURE NOTES: .� ...t:.;:::.. 10. 7HE COA(7RACA5R OR INSTALLER /S RESPOV57BLE TO SECURE awfSo 50%EXP. ;: WOOD WALKWAYS 381 SF ALL NECESSARY PERMITS PRIOR TO COMMENCING WORK. PROPOSED HYDRO-ACTON FIBERGLASS AN500 d'• r:a: ` _ 77UBER STEPS.* 90 SF 1. ALL PRECAST 57RUCTURES SHALL INCLUDE SUFFICIENT 57FEL WI77H HELICAL PILES 5 BEDROOM CAPAC/ - I BR/CK PAHO.• 670 SF REINFORCEMENT fOR 7EMPERA7URE AND SHRINKAGE, 7RANSPORT, AND ( `'` '' 81WO DOOR. 25 Sf Tt7 ALLOW THE 57RUC7URE TO WITHSTAND AASHli7 H-20 LOAD/NG AT RIM EL.t8.2GA GARAGE APRON.• 104 SF THE COVER COND/TONS SHOWN ON AHE PLANS. CUT/FILL ANALYSIS PROPOSED ORENCO PUMP AND BASIN ^ t `• ! PROPOSED STONE STOOP do STEPS BASED ON 7HE EXISTING TOPOGRAPHIC INFORMA77ON PROVIDED 'BY 07THERS" IN (SEE C:ALCULAAONS AND DETAIL) M/rV ROOF OVERHANG AT GARAGE TO BE REMOVED TOTAL EXISTING COVERAGE.• 4,475 SF OR 15.2X 2. ALL SHOP DRAWINGS AND DR/LL SHEETS FOR PRECAST CONCRETE COMPARISON TO THE PROPOSED GRAD/NG AND DRAINAGE PLAN PREPARED; Bw 6.0 :::: *� STRUCTURES SHALL INCLUDE MANUFAC7URER'S CER77ROA 77ON THA T NEW 104 SF STONE APRCW TO REPLACE CONCRETE. INE S7RUC7URES ARE DESIGNED TO W77HSTANO INE LOADS NOTED 7HE APPROX/MA7F NET CUT/FILL /S 325 CUBIC YARDS CLEAN SANDY RLL TO BE PROPOSED LOT COVERAGE • t ::: ` UIP, ABOVE. TRUCKED IN FROM AN APPROVED UPLAND SOURCE. 7 , EX/SANG BUR/ED LP TANK TO BE REMOVED CALC ULA TONS PROVIDED BY MERYL KRAMER ARCH17ECT. PROPOSED MASONRY RETAIN/NG WALL PROPOSED /NEIL IRA TOR OU/CK4 STANDARD CHAMBER J. ALL PRECAST S7VC7I/RES SHALL BE MANUFACTURED WITH 4000 PS/ w •` � W. LEACHING GALLEY DATA APPROX/MA 1F 142 LF, MAX. SFT HEIGHT g 6 O -' ``� INSTALL (3) ROWS 2.83' WIDE X f24LF (72LF TOTAL, LOT COVERAGE (TOWw OF SOU7HOL0 BUILDABLE LAND) /28 DAYS TRENG TH CONCRETE 7 / • NOT INCLUDING END CAP). INSTALL DISTAL HEAD TO BASED ON AREA LANDWARD OF L/M/T OF BEACH (26,222 SF) INTERNAL DRAIN WALL INTERNAL VOLUME APPROX. DRAIN OPENINGS WEIGHT SEE 77?IBU7ARY AREA 4 5 BE INSTALLED AT END OF EACH ROW. SEE SHEET 2. WALL HGT. AREA (SF) CF GAL TOTAL SIZE ANGLE (Lb.) PROPOSED (4) CONCRETE LEACH/NG GALLEY 6 I I .:;> .:. `... ` ON�ELUNG. 2,623 SF V-0" 17.0 32 239 12 3/4" X 6" 14 DEG. 4,150 RIM.- 9.5 t EXISANG U77LITY POLE TO BE REMOVED SCREENED PORCH.' 439 SF 1'-6" 25.5 48 359 16 3/4" X 6" 14 DEG. 4. 3 BW50 W CONIRAC727R TO COORDlNA7F WITH LOCAL ( GARAGE' 528 SF �� 4 5.5 I I UTILITY COMPANY.) COVERED ENTRY PORCH' 37 SF 2'-0" 34.0 64 479 20 3/4- X 6" 14 DEG. 5.32 I ONE X UNCOVERED WOO DECK 332 SF 2'-6" 42.5 80 598 26 3/4" X 6" 14 DEG. 5,905 N� BW t.o I M. GENIC W � z GRAPHIC SCALE S-0" 51.0 96 718 34 3/4" X 6" 14 DEG. 6,48 3 1 :`': CHANCE ANNUAL FLS_ TOTAL PROPOSED COVERAGE.• 3,959 SF OR 15A: :::: 0.29 3'-6" 59.5 112 838 40 3/4- X 6 14 DEG. 7,065 PROPOSED FILL 7H/S AREA. 7 :;; �-- £X/SANG WOOD S1FPS TO BE REMOVED ROOD Z URARY N F zo o �o zo 4o so 7,675 PLACE APPROX, 125 CY 70 1 i 1 :: ::: \ N.THEODOSOPOULOS LOT COVERAGE (NYSDEC ADJACENT AREA) ...... .... 4'-0" 68.0 128 957 48 3 4 X 6 14 DEG. BW 40 RAISE GRADE A MAX OF 1 I Iy/ ::;:: : BASED CMI IMPERVIOUS SURFACE AREA LANDWARD OF MHW (29,330 SF) 4 2.5 FEET IS, SEE 77?/9U7ARY AREA 5 GRADE EL. = f6.8 PROPOSED (4) CONGYP£1F LEACHING GALLEYS DNELUNG•• 2,623 SF IN FEET ) PROPOSED MASONRY RETA/N/NG WALL 6 i i k :;: :; �' /� RIM.- 6.5 SCREENED PORCH. 439 SF 1 inch = 20ft. PIPE KNOCKOUT APPROX/MA7F 30 LF, MAX. 1.5FT HEIGHT --� "" GARAGE.• 528 SF (EACH SIDE) v Bw AO C10VERE0 ENTRY PORCH. 37 SF 31712022 MJW GEN. DES/GN REVISIONS YSDEC COMMENTS TOP EL = 5.8 6 t W PROPOSED GRA VEL DRIVEWAY UNCOVERED W000 DECK. 332 SF 2 5 2022 MJW ADD SILT FENCE UNCOVERED WOO STEPS. 96.5 SF � /1000 GAL. PROPANE TANK GARAGE APRON.• 104 SF 1 26/2022 MJW REVISE PER SCOWS CONMEWTS DATED 1/19/2022 - ------ - - --- NDARY7 �. - I £X/SANG OVERHEAD WIRES' TO BE REMOVED B/LCO DOOR. 28 SF / F_ ®® 1 ® ® � �O �� AL BARRIER REgO RCE ' t W PROPOSED UNDERGROUND ELEC. SERVICE ON­GRADE PATO & S7EPP/NG 5T?NES• 402 SF 12 29 2021 MJW REVISE PER SC�HS CONMENIS DA TED 111112021 ® I i� N 1 COASTAL --� = w''''.;''; ::':.>:: (CON TRAC7OR TO COPRD/NA 7E WTV LOCAL OU7DOOR SHOWER W/STONE PAVERS 32 SF 09/19/2021 MJW DESS/GN M-OWTS 1 U77LITY COMPANY.) Date By Revision BOTTOM EL = 3.3 TOTAL PROPOSED COVERAGE.• 4,621.5 SF OR 15.8% UTYPIM EX/SANG WELL TO BE ABANDONED Designed by: LZ MJW Drafted by: LZ MJW Checked by: MM : ::+s 6" PROPOSED 3965E IVDS TUFF7RACK" PERVIOUS DUMMY CUP, TLP. /1 I � GROUND WA IFR £L. = 1.3 N LEACH/NG HOLE, TYP• 422.0 $ I 1 GRASS PA PER PARK/NG AREA. R O��p MON. JI B e LEACHING GALLEY SECTION _�-= : 92.::::.::::':' _ oN._ - 100.00 PROPOSED GEOTHERMAL LOOT' FIELD - 5 TONS Bonacci N 75054'50" W / N.T.S I U.P. 75OLF OF BCW/NG - 3 C=LOSED LOOPS TOTAL SOIL BORING SOIL BORING " NOTE.• THIS /S A GENERIC DETAIL OF THE MINIMUM SEPARATION TO GROUNDWATER PROPOSED PROJECT-L/M/TNG °' I � (LOCATION AND SPECIRCA77ONS PROVIDED BY N.T.S. GENERAL NOTES: J TOP/BOT727M ELEVATIONS VARY FOR EACH SY57FM. ! GALLEY FOR FENCING/L/M/T OF SITE D/S7URBANCE MILLER ENVIRONMENTAL GROUP) EL 8.0 Van Weele, PC REFER TO DRAINAGE CALCUtA77ONS FOR ACTUAL DEPTH OF LEACHINGSHOW EACH 1R/BUTARY AREA. EDGE OF PA IS THAT MEASURED APPROX. LOCATION OF EXISTIN WATER MAIN V w w w w w w PROPOSED WATER SERVICE TO CONNECT 127 RES/DEVICE. EXISTING WATER SERVICE MIXED SAND OL ON THE DATE Engineers Surveyors Planners .s6'AON AND LOAM INDIC=ATED AND MAY Now FENCE POST NORTH PARISH DRIVE TO BE REMOVED. (CON77?ACT TO EL I 5.0 _ 3@ NOT BE REFLECnvE 175A Commerce Drive Hauppauge, NY 11788( FENCE TO BE ANQCED COORD/NA7F WATER SERNC TAP H71H ALE BROWN T631.435.11 11 F 631.435.1022 SL TOWARD A°E NLOCAL WATER D/57R/CT.) OF DAILY SEASONAL DRAINAGE CHANNELS li FINE SAND SP VVARRIA77ON IN THE LEVEL www•66vpc.com �eorrau CFDRAINAGE NOWW WIRE FENCE(14-1/2 EL 1.0 7' OR SLOPE. I GA.. a' LEM a1Ovc. REPRESENT` 2 RESULTS W Tax Ma No.: DISTRICT 1000 SECTION 71 BLOCK 1 LOT 5 SUB-SURFACE p aL07M, WATER IN COND(PONS AT 7HE (SEE SEcnav) SP BORING LOCATOV 1, Wt�P V WIRE H WR T27 S FASTENED SE OSS 7n PALE ONLY AND ARE NOT 4'95 NORTH PARISH ®RIVE � Wt7V£N WIRE FENCE(14-1/2 N FENCE PQS75 Wl1H WERE TIES OR STAPLES POS75 BROWN NE[.L�SSAR/L Y �� N E(N 56'MIN. LEM07H FENCE POST GA1 6"X6"MESH SPAaIVG) " " SYALL BE SIM E/7NER 7"OR Z' TYPE OR 6X6 TRENCH OR/►t7V MIN. 16'nvTt2 cRornva Wr1H FILTER ctOnl �� HARDWOOD N REPRESENTATVZ� OF '�� 10 SCOTT RESIDENCE 10•MAX. C 7D G I F_I I I=_ �G� S'a'ND CC�VD/TONS AT �P PES IA �,V 'P,� 1111.-1111 "� 2 F/LTEIP CLOTH TO BE FASTE7YED SECURELY TO Wfob£IV 0771E LOCA TONS ��' 'V �a j l=- UND157WBW WRE FENCE Wlni DES'SPACED £VD?Y 24'AT MP ted' � IIITIIITiI_��i_ y GROUND AND MID sEcnav FENCE SHALL BE NOWN NfRE; s' , I - I I MAXIMUM MEBIH DPETJING� TOWN OF SOUTHOLD SUFFOLK COUNTY CONPACIED BACKfILL a i 7 I; J. WHEN 7W SE 77OUS OF FILTER CLOTH AD✓Gf'N EACH 07HER THEY 5HALL BE OVD?LAPPED BY SIX INCHED AND , L� E 6 V .2 gztEl4i a �� F"DED. FX TER CLOTH 5YALL BE E77HER FILTER A MIRADI �n FESS\O DNBED RLTER CLOTH A io 100X STAB/UNKA T146K OR APPROWD EWIVALENT. Fc 0722B5 v , �_. NP� PLOT MIN. GIS 6'bV [aRL7UlVD. � , �\ -� E N►��C&OR AAPPRROWDD EETED UWTS WI BE AR EL -5 13 VAR 2022 DRAINAGE CHANNEL 6 PDVEMA770M IIV70 OR SLOPE z° 12-04-20 PLAN GROUNO S: MAIN70VANCE SHALL BE PE WMA40 AS NEEDED AND MATERIAL REWOWD HHEN 1812GES'DEVELOP IN THE SILT McDONALD GEOSCIENCE FENCE ? , Southold Town ALTER TION OF THIS DOCUMENT, EXCEPT BY WATER ENCOUNTERED 7,0 BELOW Board of Trustees A LIC NSEO PROFESSIONAL ENGINEER IN DANCE WITH SECTION 7109 OF NEW SURFACE YORK STATE EDUCATION LAW, IS ILLEGAL SCDHS REM R-21-2997 C 2022 BBV PC SILT FENCE DETAIL Date Scale Project No. Sheet No. � O� L LM' N.Ts SEPTEMBER 2, 2021 1" : 20' A210254 VIEW: CAMPBELL FRAME&COWW MODEL Na 17315 FOYP SANITARY SYSTEM CALCULATIONS 14'L11 EWO OR APPROVED EDUAL 073 PROPOSED 5 BEDROOM DWELLING®110 GYM/BEDROOM - 550 GPD S7011P OR DIS PLUG INFILTRATOR WATER TECHNOLOGIES 024 QUICK4 STANDARD CHAMBER os1 oss oar SYSTEM DESYGN: 1 4 COVOM7E PAD TYPICAL MOUND DETAIL 0241 ° ° o e o IMA OWTS SECTION VIEW ) e ° o REQUIRED.- 550 GPD RATED SYSTEM . ,;'. .. . .. , s^� Wil.::. +,.!�. (NOT TO SCALE) , e PROPOSED. (1) HYDRO-AC770V ANWO (FIBERGLASS) !1 = � 0242 054- 1 e e j oza BUOYANCY CAL CULAPONS, 7� osza ° BUOYANT FORCE RESULT IS AIR VOLUME WTH/N CONTAMERS FULLY IMMERSED IN WA7ER MIN.3FT FROM EDGE OF ° LEACHING SYSTEN TO SLOPE 02 121321 Qj321 e ° BUOYANT FORCE OF HYDRO-AC770M AIV500 UNIT MIN.COVER 8 2 ° Nil 70TAL UNIT W£/GHT(AN500) - 900 LBS PW� PER CODE PRE-7REA77MENT TANK INT. WL. BUOYANT FORCE - 3,600 LBS SLOPE AT ESTABLISH rT AEROBIC TANK/NT VOL BUOYANT FORCE 4.880 LBS SUITABLE BACKFILL 2%MIN. + BUOYANT FORCE - 9,380 LBS ��ELBOW PER DESIGN -`� 12" VEGETATIVE ° COVER 76` o ANA-BUOYANT FORCE:- 45 EYBOWS 60,WYE 2"-4"TOPSOIL `^ '"'Y`• o 0 0 0 0241 HELICAL PILE AN77-8UOYANT FORD - 52,000 LBS SLOPE &SEED 0 0 PROND HE//CAL FYI ES x(2) PER e DESIGN • TOTAL ANTI-BUOYANT FORCE = 64,000 LBS � o BUOYANCY SAFETY FACTOR `• !.:'`•I •'i;'; ° • e ° ° o 0 (SL>;1HS REQUIRES' 1.5/PRONDED) = 1.5/5 8 ` •mace $4 ' - 'a=: •.:%6 0514 076--/ 0 o e LEACH/NG f7aD: - 057 6 6 aTo INRL7RATOR QUICK4 STANDARD CHAMBER (34'W x 482 x 12"14) RATING 283 SO.FT./LF LEACHING AREA IN PRESSURIZED SHALLOW DRNNRELD AL7ERN47E A' ALIDdNAW 1:7' DEPTH OF SOIL PER DESIGN 32 �sz CONaGURA7TON DOSING RA 7E-.. 0.25 GAL.11.F. (SWHS STANDARD) PREP SURFACE PER APPLICA770V RATE ALLOWED: .10 GPD/SO.FT. IN ALL WEW5, USE ALTERNATE 'A"FAR BENDS; USE ALTERNATE "B"FOR BU/CD/IVG LOCAL REQUIRMENT 1-1/2 0 HELICAL PILES iA FOR ANTI-BUOYANCY E PLC CONTROL PANEL I1Vf7L7RA7OR QUICK4 STANDARD CHAMBER2.83 SQFT./LF OF LEACHING AREA EX7ENS/ANS/CAIVNEC77ONS W/HP80 COMPRESSOR REQUIRED LENGLY OF LEACHING FIELD: 550 GPD/(-10 6P0/5F)12.83 SOFT./1F- 64.7 LF (TYPICAL) PRO WE 3 ROWS AT 24LF/ROW= 72LF OF/NFK 7RATIR UICK4 STANDARD PLUS CHAMBERCLEANOUT DETAIL :� a LC CONTROL PANEL Wf HP80 COMPRESSOR ORIFICE DES'GN.• CLEAAA7UT DIETA/L FOR Ai'JrAs NOT suwcT 70 M£Matm 7RA17V *SIZE OF SYSTEM DETERMINED BY DESIGN INFILTRATOR USYNG PIPE AND PUMP CAL CULA7OR SOFTWARE FROM G£OVA TRIX SYSTEMS NUMBER OF 00WRCES PER LA 7MAL• 9 (27 TOTAL) N.T.S. IM4LTR.TTR WATER TECHNOLOGIES E NUMBER OF LATERALS 3 a seer Pa� Y 01u Bmeroo6 CT Dean H D-D3 SPACE ORIFICES AT.• 2 FT O.C. (NO7E.• E'V£RY RFIH ORIFICE ALONG THE LA ILRAL TD BE DRILLED QUICC4 STANDARD CHAMBER FROM THE BOTTOM OF' THE PIPE AND U7F7T7FD WITH AN ORIFICE SHIaD) ORIFICE DIAMETER: 1/8/N. TYPICAL MOUND DETAIL CABLE FASTENED TO EYE SECTION VIEW RE-9DUAL HEAD AT LAST oela , 5 FT IiiBOLT AT LIFTING POINTS MIN/MUM FZOW RATE PER ORIFICE0.43 GpiM se iiiiil oe--Q. bYDFH �1 of I I (4/TYPICAL) USING 2 IN. DIA. MANN, 1.25 IN. D/A. MANIFOLD, 1 IN. DIA. LATERAL PIPE IILL11 MIN/MUM DL-96YV FLOW* 16.9 GPM a TOTAL DYNAMIC HEAD.- 10.0 FT LEACHING F7EZ0 DOS/NG% INFILTRATOR WATER TECHNOLOGIES U B 1 04 g 0. USING 72 LF. O`"INFILTRATOR QUICK4 STANDARD CHAMBER. 72 LF x 25 GAL/LF- 18 cw./DosE QUICK4 STANDARD CHAMBER gc�}2 DOSE LEACH/NG FIELD AT 18 GAL PEER DOS PRODUCT SPECIFICATIONS K F (NOT TO SCALE) PUMP SIZING.' D PROWD£OR£NCO SIMPLEX PUMP VESSEL MODEL,/PF3005(OR APPROVED EWAL) 64 C_-C-2) 63 VL PRO14D/NG A 32 GAL V£SS FL VOLUME 32 GAL VESSEL VOLUME> 18 CALIVOSE(PUMP VESSEL S12E IS ADEOUA7E) PUMP BASIN. TOP VIEW QUICK4 STANDARD MULTIPORT END CAP A a3 ORENCO PUMP BASIN MOOn P8246OF7(30 GAL VOLUME VESSEL) INSPECTION PORT 24 ADD AN77-FLOATA775N FLANGE- SWARE(SEE DETA&. SHEET 2) e I/A OWTS GENERAL REQUIREMENTS C 8 72 322 72 66 q 1. ONLY IMA OW75 7ECHNOL06/ES APPROVED FOR GENERAL USE ITV ACCORDANCE W77H SUIFFOLKSTAINLESS COUNTY DEPARTMENT OF HEAL7H STANDARDS FOR APPROVAL AND MANAGEMENT OF INNOVA77VE o 0QP 47� STEEL e AND ALTERNATIVE ONS17E WA=WA7ER 7REA7MENT SYSTEMS-MAY BE PROPOSED FOR o ® 8"INVERT 2TURNBUCKLES INSTALLA77ON AND USED ON PARCELS AS A MEANS OF SEWAGE DISPOSAL. 16"-�{ ss I 2. THE INSTALLER MUST HOLD A cuRRLNT Law WAs7E LICENSE PURSUANT 70 SUFFOLK COUNTY I 47 CODE CHAIP7ER 56.E AR77CLE W(SEP77C INDUSTRY BUM'NESS) THROUGH 7HE SUFFOLK COUNTY 12 DEPARTMENT OF LABOR LICDV57NO AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY CODE 53" 563-79. RUBBER COATED 3/8-INCH 3 ALL 1/A ows MUST BE R£OYS7ERED WITH THE DEPAR7MENT IN ACCORDANCE WITH AR77OYE 19 OF SIDE VIEW END VIEW T�34„� WIRE ROPE CLAMPS GALVANIZED CABLE 7HE SUFFOLK COUNTY SANITARY CODE'PRIOR TO THE DEPAR7MENT 6RAN77NG CERW7047701V OF 48" 11.5"OUTLET END* COMPLETED CaVS7RUC770V ON AS BUILT-PLANS (EFFECTIVE LENGTH) (EFFECTIVE LENGTH) 4. AN£XECWED OPERA77ON AND MAIN7ENANCE CONTRACT BETWEEN 7HE MAINTENANCE PROWDER ® 15"INLET END* 1-1/2"0 HELICAL PILES TO BE AND PROPERTY OWNER MUST BE SUBMITTED TO THE DEPARTMENT PRIOR TO APPROVAL IF THE IMA 12" (EFFECTIVE LENGTH) SET IN NATIVE SOIL.SIZE AND BILL OF MATERIALS OW75 REGY57RA77ON BY THE DEPARTMENT/N ACCORDANCE WITH AR77CYE 19 OF 7HE SUFFOLK COUNTY SANITARY CODE. WITHDRAWL CAPACITY TO BE DETERMINED BY DESIGN ITEM PIN DESCRIPTION QTY: S ALL INSTALLED IMA OW7S ARE REWIRED TO HAVE AN IN177AL 3-YEAR WARRANTY AND -•--34" INFILTRATOR PROFESSIONAL. HA-180056-R TANK,AN500 245 NITROGEN REDUCTION REMOTE 1 OPERA 77aVIUA/NIENANCIF SERVICE COIV7RACT. AF7ER THE IN/77AL 3-YEAR OPERA77ON AND MAINTENANCE SERWCE CONTRACT HAS EXP/RED, PROPERTY OWNERS ARE EXPECTED TO MAINTAIN INFILTRATOR WATER TECHNOLOGIES A 180055 TANK,AN500 245 PRETREATMENT 1 AN OPERA770N AND MA/NMIIANCE CON7RACT IN ACCORDANCE W77H AR7/OYE 19 Cis THE SUFFOLK "'"" °° "°°°�'°°"`-'436 �"' GENERAL HELICAL PILE CONNECTION (°°°"=' B 130002 KIT,SNG 2 TANK CONNECTING STANDARD 1 COUNTY SAN/TORY CODE *ALL VIEWS=INSTALLED LENGTH. QUICW STANDARD CHAMBER 6. ALL INSTALLED IMA OWTS ARE REWIRED 70 BE SAMPLED 11V ACCORDANCE WITH THE DEPARTMENTS PRO:)UCTSPECIFICATIONS N T S C 100111 ASSEMBLY,RE-CIRCULATION 245 COMPLETE AN500/AN600 1 STANDARDS PROMULGA7ED UNDER AR77CLE 19 FOR APPROVAL AND MANAGEMENT OF INNOVATIVE D..il%am i INk 05 1 DI NOTE.' D AN500-P AN500 W/PLATFORM COMPLETE 1 AND ALTERNATIVE ON-97E WAS7ErWA7ER TREATMENT SYSTEMS' x'a°"­^bM&WbXDFH Rii°1 of 1 1. DETAIL PRO14DED BY MANUFACTURER,- HYDRO-ACTION E EC50-30-L100-PLC EC50-30-L-100-PLC 1 7. INSTALLA77ON AND USE OF 7H£IMA 0W75 MUST CONFORM 70 7HE DEPAR77MEN75 APPROVED 1/A 2. ACTUAL HELICAL PILE LA YOUTICOIVNEC77ON FOR LPAN500 AS PER INSTALLER OR MANUFACTURERS OW7S W/DANCE DOCUMENT PREPARED IN ACCORDANCE WT7H 7HE STANDARDS FOR APPROVAL 210 PVC SCH 40 SPEC/F7CA 710NS. AND MANAGEMENT OF INNOVA77W AND AL7ERNA77W OVSY7E WAS7EWATER IREA WENT SYSTEM. FROM ORENCO PUMP GRADE TO DIVERT RUNOFF 2"PVC SCH 40 i 90•ELBOW FLOW EQUALIZA77ON PROCEDURE.• ♦ M+ - VAL VF BOX W/CAP 1. INSTALL CLEAR PIPE INTO BALL VAL W 2» TO 1 PVC SCH 40 • 2. OPEN ALL VAL WFS REDUCER 1"PVC SCH 40 •• AN500 245 NITROGEN REDUCTION SYSTEM REMOTE DRAWN 9Y: A.DAVIS 1 SLIP PLUG ,T TURN ON PUMP AND NOTE ELEVA7701V OF WA7ER IN EACH P/PE. 7 a 1"PVC SCH 40 BALL 4. EQUALIZE HEIGHT FOR EACH 0 48"HEAD WITH BALL VALVE AT VAL VF START Ql�LATERAL. h dr L`t1O1] APPROVED BY: SIGNATURE DAM. 10/19/17 REV coo PART# 3-FOOT SQUARE y."- HA-1 80056-R 5. AF7ER EOUAUZA770N, 7ZIRN OFF PUMP AND REM 0W P/PES. CLOSE DEADMAN 1"PVC SCH SFO VALVE AND REINSTALL PLUGS 00 00 00 SWEEP 90 ORENCO MODEL fL24G 24" GASKE7ED FIBERGLASS PVC EQUALIZER f"PVC SCH 40 UD WITH SS BOLTS ORENCO INTERNAL SPLICE BOX VAL W LA 7ERAL MODEL S64 - LACE ON 6"BED410 GROMMET INLET ORENCO 1-114'0 DISCHARGE ASSEMBLY OF PEA STONE 1" PRESSURE LATERAL PIPE MODEL G4 MODEL HW25B SECTION I'PVC SCH 40 COUPLING 211 TO 1 II HEADER W/ EQU. VALVE 3 410 SDR35 PVC FROM g5• CUT-AWAY NTS O HYDROAC770N LPAN500 1-11410 TRANSPORT UNE T7 DRAINREZD, INSTALL GROMMET G12SL DR/LL 1/8'DRAIN HOLE/N ELBOW GRADE 7o D/VERT 6;� � O RUNOFF 2"x1'PVC SCHOR/LL 1/8" DRAIN HOLE n ORENCO FLOAT ASSEMBLY MODEL MF3P21FS O FLOW p TEE ABOVE CHECK VALVE YR, ONIH/GH WATER ALARM VALVE BOX WZY �- O = R. OFF 1"PVC SCH 40CAP W LOW HA7FRAEDUNDANT OFF PLAN PRESSURE LATERA. V W� 40 BALL ORENCO H/GH HEAD PUMP 31712022 MJW GEN. DES/GN REVISIONS/NYSDEC COMMENTS (REFER rO GEOMA T 3 S7FEZ UFT RING (3) N MODEL PF3005 a' 2/15/2022 MJW ADD SILT FENCE/1000 GAL. PROPANE TANK DISTAL HEAD PORT SCHEMATIC DETAILS) � 0 I REINFORCED CONCRETE ANT7-FLOA TA770N " 1/26/2022 M✓W REVISE PER SCDHS COMMENTS DATED 1/19/2022 " + DIM.' 36 DIAMETER x 12 DEP7H, E7 W00ED 6 NTS 2»PVC SCH 40 f PVC SCH 40 W DRY WEIGHT- 3" SQUARE DEADMAN 1,124 LB 12/29/2021 MJW REVISE PER SCDHS COMMENTS DATED 11/1/2021 MANIFOLD PIPE PIPE TOTAL BASIN BUOYANCY 1,129 LB AT 6FT SUBMERSION 09/19/2021 M✓W DESIGN /A-OWTS 2"x1" PVC Sal PLACE ON 6"BED 40 TEE PLAN 36' AN71-BUOYANCY(3' SQUARE DEADMAN): * 296 LB (292.t) Date By Revision CF PEA STONE 1" PVC SCH 40 ORENCO PUMP BA571V WITH FLOW INDUCER Designed by: LZ MJW Drafted by: LZ MJW Checked by: MM SECTION PIPE ORENCO SIMPLEX DISCHARGE MODEL P62460F/ REM07F PLC CONTROL PANEL WITH AIR PUMP BASIN DETAIL • MOUNTED REMOTELY NOTE, NTS (INSTALL ABOVE EL. 9.0) 7HE VAL VE SYOULD BE THE HIGH PO/NT, Ba rreff ORENCO PUMP STATION ANTI-BUOYANCY CALCULATIONS WA TER SHOULD DRAIN BACK T7 THE PUMP I TANK AND TO GEOMAT TO PREVENT fRE£Z/NG BASIN HEIGHT TOTAL VOLUME BUOYANCY AT FULL DEADMAN SOIL SUSUERCED CONCRETE TOTAL AN77-BUOYANCY '' Bonacci + PROPOSED AIR (INCHES) (GALLONS) SUBMERSION COVER DEPTH AN77-BUOYANCY AN77-BUOYANCY FACTOR OF SUPPL Y AND lCAL POWER FLOW EQUALIZATION VALVE SCHEMATIC (POUNDS) (INCHES) (POUNDS) (POUNDS) SAFETYELECT? VanWeele, PC TO //A OW7S 70P OF WALL EL. PROP. A/R VENT cnrTJvs'As PER MANUEACTLAPLRs,sPEaEr�a nONs OR APP)40W�D EYJUAL. 72 135.36 1,128.90 66 648.24 3,295.94 292/ (�£ PLAN) ` .,,....... ••• ' " (1/A OWTS N07E 7) OTTERS LESS THAN 60LBS WLL HAA SAFETY DEWCrI ID AS PEJO SCDHS f (PROPERTY UNE) EngineersPlanners • Surveyors • (MAXIMUM LIT'15'0-EX7DVS/0V C&IARS MAY BE USED 70&AMG CASTING TO GRADE) FTN/SHED GRADE ALONG OUTSIDE OF IB'M Al jM2 PRCPOSED+IaF 210 SOY40 PIC MAN'FOLD PIPE EISA Commerce Drive Hauppauge, NY 117888 LEV 5 FOUNDA77CW TO B£IN ACCORDANCE • WITH FEMA STANDARDS FOR ROOD PROPosaD/Nf7LTRA7iR OU/L7C4 STANDARD CHAMBER � •�•• T 1.4 5.1111 F 631.435.1022 -� www.bbv c com VENTS OPDVCO PUMP BASM MODEL A41480R PROPOSED 11/PW SCH.40 PIPE LAI7EIPALS NI7N AN7J-FLQ4TA7KYV fLANI.L• .Sq(/ARE LENGTH=t24LF(9)ORIFICES fER LATERAL (72LF TOTAL) / � p . RIM=td0 O z0 FEET BETfEEN ORIFICES L4 CH LT/7ANCH(3) PROPOSED USGS HISTORIC WATER ELEVATION CALCULATION .•' W BOTTOM OF WALL EL. CLEAN-OUT " GRADE=EL t8.o I ON • �„ (SEF PLAN) uses snE� 410356072260301 - S 76780.1 APPLY WATERPROOF 14 �D 18 VERT. 2 CL• I t 5'MIN. Z k � WELL LAND SURFACE G"A77ON = 43.0 (NGW29) 42.0 NA MEMBRANE 7HIS SIDE ° ' � Tax Map No.: DISTRICT 1000 SECTION 71 BLOCK 1 LOT 5 CRAWL SRA /NV t5.5 DIA. 'Q 8 LF 1.2�C 03/27/07 RECORD HISTORIC H/GH = 5 4 (NGVD29) 4.4 NAVD88 k e 40 P ® ® 0- DECEMBER 2006 RECORD LEVEL - a2(NGVD29) 4.2 NAVD88 OF CONCRETE WALL WRET f50LF 4 O SDR-35 PVC PIPE OR -01 INTERPOLATED HISTORIC H/GY "•' - /NV t6.5 APPROVED£DUAL P/TGYfED f/4%FT M/N. - S EQUIVR�T :� �Q� O (T�) � SLOPE •' (CCTN7RACTOR 70 VERIFY t5 LF 4'DIA. 5DR-35 4 EZ 44 - EL. �2 - 02 FT 5 NORTH PARISH DRIVE EVS77NG INVERT) /NV *53 PVC PIPE PITCHED INV. t7.5 BOTTOM EL. 6.53 = EZ 42.0 - EL 4.4 = �9 FT jY $ ® f3"HORZ r OF NE(.I /NV *5�0 � Q2 fT/3Li8 FT - 0.1z � •.. �G JI CAST-IRON PIPE TO EXTEND 1/8%F7 M/N. 7'(DEPTH TO G.W. ON-Sy7E)*O.Sx = 0.3' �L MA �O SCOTT RESIDENCE THROUGH FOUNDAl10N A INV. fra2 �_ •f �Q �P co MINIMUM FOUNDA7701V LL OND GRUNDWA7ER EZ 3.1.0 N it 6 a1 D" 6» �c �\G "" n EL 1.0+ 0.3= EZ. 1.3 APPROX/MA1F HIGHEST EXPEC7L� GROUNDWATER ` !. �w TOWN OF SOUTHOLD SUFFOLK COUNTY IMA OW7S N07ES ]D 1. GARBAGE GRINDERS AND WATER SO>F7ENERS SHALL NOT DISCHARGE TO IMA OWTS o• e e 2. INSTALL Ef7ZUENT FILTER(TUFF 717E EF-4 OR APPROVED EQUAL)D/RECRY UNDER OUTLET ACL^ESS s�R 2• e j.� iP C E I H.G.W. EL. f1.3 COVER 5 °'' ;+ °• • ��) L285 �� i PRONDE 6-STABIL/ZED SAND BED UNDER IMA OWTS UN/T,• MAX. 7MERANCE OF#'IN ANY DIRECTION. ;`I • A • �4 P�' BOTTOM£L. t0.0 e P 1.0 4. HEAVY CONSTRUC770N EQUIPMENT SHALL NOT BE ALLOWf'D NEAR AREA OF IMA OWTS i � 4"PERFORATED DRA/NAGE PIPE CPP • ° • :�, I`SS�ON b 5. 1/A OWIS SHALL BE TESTED FOR WATER 77GY•l77V£SS AFTER 1N57ALLA770N PER SCDH514IIANUFAC71/RERS LIAR 1 4 2 �� (HYDRO SY57EM 70 BE ANCHORED „ 66 SPEGF)CA710NS I ® 18" VERT. - • -' DOWN W17H HELICAL PILES OR APPROkED ;°• 6. THE CONTRACTOR SHALL SCHEDULE ALL REOU/RED 1NSPEC)70NS WITH BOTH SCDHS AND THE DESIGN "? � • • � `� �E A LS EUAL SSE BUOYANCY CAL CULA77ONS AND ENGINEER (PROVIDE 48 HOURS NETTLE). 7HE DESIGN ENGINEER SHALL NSPECT 7HE IMA OWLS PRIOR TO k E ` I I .„ /'1 - ' DETAILS) HYDRO-ACTION AN500 BACKFILL AND DURiNc SYSTEM START-UF: � •, . _ . ,m "a, 5 ® 13 HORZ. � ALTERATION OF THIS DOCUMEN); EXCEPT BY NITROGEN REDUCTION SYSTEM EZEV 7. IMA OWLS SHALL BE INSTALLED N7H A 2-0 VENT T7 THE ROOF 6F THE RE9'DENCE OR 7HE VENT PIPE A LICENSEE PROFESSIONAL ENGINEER IN Southold Town O MAY B£P/PED M 7HE EXTER/OR OF THE R£S/DENCE AND MRM/NA 7F 18'ABOVE 9?AD£ W17H A CARBON ~� 'µ CONCRETE RETAINING WALL ACCORDANCE WITH SECTION 7109 OF NEW YORK STATE EDUCATION LAW, is ILLEGAL � t, N.TS, t . '� EF# A C 2022 BBV PC FILTER. ALL VENTS AT THE EX7E'RIOR OF THE RESIDENCE SHALL BE PITCHED 70WARV THE IMA OWLS AND Q IA OWTS PROFILE MAINTAIN 3'SEPARAAON FROM WINDOWS AND DOORS Date Scale Project No. Sheet No. VIEW: F ^ O� ^ LM:' N TS N Ts. L SEPTEMBER 2, 2021 1" = 20' A210254 L Glenn C ;mith, Preside Town Hall Annex A.Nicholas Krupski, Vice President '„ 54375 Route 25 Eric Sepenoski " P.O.Box 1179 Liz Gillool Y - = Southold,NY 11971 Elizabeth Peeples Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: 3Ia1-L 11.01)0 Completed in field by t En-Consultants on behalf of JOHN & LYNN SCOTT requests a Wetland Permit to partially reconstruct, alter, and renovate existing 1 & 2 story dwelling and appurtenances as follows (project meets Town Code definition of demolition): partially reconstruct, in-place (i.e., provide new roof and partially reconstruct existing walls over existing deck/foundation, to remain), approximately 848sq.ft. one-story portion of dwelling and 1,081sq.ft. two-story portion of dwelling; remove 56sq.ft, portion of dwelling; construct 439sq.ft. waterside porch (within existing footprint of 514sq.ft. porch), with 5.5'x6.6' steps; construct onto one-story portion of dwelling a 16sq.ft. one-story addition, 22sq.ft. one-story addition, and 283sq.ft. deck addition with 7'x7' hot tub and 3.2'x4.1' steps; construct onto two-story portion of dwelling a 37sq.ft. covered porch entry and a 128sq.ft. 1 & 2 story addition in place of existing second floor enclosure/overhang and roofed-over patio; relocated basement entrance and construct 30sq.ft. stoop and 5.4'x8.4' steps; remove garage overhang, renovate garage and install 104sq.ft. stone apron in place of concrete apron; install 336sq.ft. pervious gravel patio, 222sq.ft. pervious patio, 86sq.ft. masonry patio, 4'x8' outdoor shower over stone pavers, various stepping stones, and concrete HVAC pad; place and grade approximately 50 cubic yards clean fill to raise grade up to one (1)foot, on waterside of dwelling; install 142 linear feet of masonry retaining wall (max. 3' high), along westerly property line; remove existing trellis, timber retaining walls, and steps, install 30 linear feet of masonry retaining wall (max. 1.5' high), and place approximately 125 cubic yards clear fill to raise grade up to 2.5', on landward side of dwelling; remove driveway and install new pervious gravel driveway with 396sq.ft. parking areas; remove existing conventional septic system and install new I/A sanitary system, install stormwater drainage system, abandon drinking water well; remove overhead electric service, replace buried LP tank and generator, and install public water service, buried electrical service, and closed loop geothermal filed; remove and replace in place 4'x6' wood landing and 4'x6' wood steps to beach; and to establish and maintain area seaward of dwelling as a non-turf buffer area. Located: 495 North Parish Drive, Southold. SCTM# 1000-71-1-5 - - SETBACKS WETILAND : Actual Footage or OK=� Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 V3 Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/applcation completeness/comments/standards: I have read & acknowledged the foregoing Trustees comments- Agent/Owner: / Present were: y/ G. Goldsmith N. Krupski V E. Sepenoski L. Gillooly E. Peeples Other DRAINAGE CALCULATIONS PER TOWN OF SOU7HLXD REQU/REMENT3i, LEGEND EXIS77NG PROPOSED TO BE REMOVED PER PROVIDED FOR A 2' RAINFALL PROPERTY LINE CONCRETE GALLEYS PROVIDE 32 CF OF ST27RAGE PER W. PECONIC WALL = _ _ _ _ = TRIBUTARY AREA f BAY ROOF (NW POR77CW) - 699 SF x 1.00 x 2/12 FT = 117 Cf- BUILDING Q HOT 7U6 - 49 SF x 1.00 x 2/12 FT = 8 CF WOOD DECKS - 334 SF x a 60 x 2/12 FT = 33 CF OVERHEAD WIRES - - -OH- PA TO - 168 5F x 1.00 x 2/12 FT = 28 CF SITE STEPS - 165 SF x 1.00 x 2/12 FT = 28 CF Z ELECTR/C LINE -E-E- TOTAL STORAGE REQUIRED. 2147F o NOR P WA TER MAIN w `•.`.S STORAGE PROVIDED: WA TER SERVICE NS ;34 3 ` �cO 214 CF/32 CF/VF - 6.7 MF qR/SH PROVIDE (3)-3'HIGH GALLEYS (288 CF) OR/►,� U77UTY POLE ``D, �, l• A PROVIDE (l)-J' HIGH GALLEY(96 CF) HOT TUB OWSRFLOW c� SPOT ELEVATGN +95.43 +450 I Myly J jT T70AL EN-COREMANNSUL N BOUNDARY, AS DETERMINED BY JR/BUTARY AREA 2 70 ,/V •[ EN-CONSULTANTS ON 8-6-2020, EQUALS MHW 9�-- a--- ��0 ROOF(NE PORTON) - 636 SF x 1.00 x 2/12 FT - 106 CF O O CONTOURS �� / � �'• EAIS77NG 6k4' WOOD STEPS AND 6'x4' WOOD LANDING PATO - 254 SF x 1.00 x 2/12 FT = 42 C- � pX SOIL BOR/NG 01 TS O �•` 10 36 70 BE REYOVED AND REPLACED (/N-PLACE) STEPS GE 'QUIR- 184 SF x 1.00 x 2/12 FT = 31 OF O� OF g,WK ,gRMD PROPOSED GRADE LEVEL PER NOUS PAVERS �� Qo o- LEI/?Of-B CH �� UR �� STEPPING STONES (TW.) STORAGE PROVIDED: O� SEE 7R/BUTARY AREA f o o p° 179 CF/32 CF/VF- 5.6 VF � I � (� CONSTRUCTION NOTES o PROPOSED (3) CONCRETE LEACH/NG GALLEYS o ^ PROVIDE (2)-3'HIGH GALLEYS (192 CF) �, �� 1. ALL MA7FR/ALS AND METHODS OF THE CONSTRUCAON SHALL RIM. 8.0 $ ,^ o ���' O oto Q 17;'/BUTARY AREA 3 CONFORM 70 THE S;ANDARDS AND -WEORCA7701VS OF THE TOWN OF SOUTHOLD AND ANY OTHER AGENCIES AS £x/SANG 37.5 SF POR PON OF EX/STNGI C� O 3 0 \ ROOF(SE POR77QN) - 751 SF x 1.00 x 2/12 FT = 125 CF KEY MAP APPLICABLE. SCREENED PORCH TO BE RE VOWED I ° o h STORAGE PROVIDED: SCALE- I" = 200' �V 2. ANY DAMAGE 70 THE PUBLIC RIGHT OF WAY OR NE76HBOR/NG �� ^ ,� EXIS77NG NON-TURF BUFFER 70 REMAIN SITE DATA PROPER77ES AS A Rr5•ULT CF CONS77?UC770N AC771477£S Dp O 125 CF/32 CF/VF - 3.9 VF SHALL BE/MMED/A 1EL Y REPAIRED AT INE I ` NEW 6=8'x5=5' WOOD STEPS EXTEND TO PORCH WALL 8w as F O I PLACE APPROX.. 50 CY FILL TO RAISE PROVIDE (1)-4' H/GH GALLEY(128 CF) CONTRAC7VRV,VSTALLER EXPENSE TO THE SARSFAC770YV Cf- `� _� >Y OWNER APPLICANT................. "N SCOTT GRADE A MAX. OF 1 FOOT. / ................ THE TOWN ENG/NEER. Bw 70 $ ° TRIBUTARY AREA 4 9 DEER CREEK LANE s PROPOSED 336 SF MT. K/SCD, NY 10549 NEW 4=2'x3=3" WOOD STEPS NEAR HOT 1UB _ ROOF (SW PORTON) - 1,076 SF x 1.00 x 2/12 FT= 179 CF .1 DURING CON57RUC770N, THE CAN77?AC70R IS RESPONSIBLE 70 _ GRADE L£V£L PERNOUS GRAVEL PA 770 TO PROVIDE S/TF SECURITY BY MEANS OF 7EMPORARY FENCING, 8. C BE CON57RUCTSD /N PLACE OF EXIS77NG OUTDOOR SHOWER - 32 SF x 1.00 x 2/12 FT = 5 CF EX/S77NG BR/CK PA 770 70 BE RE�MOVFD � �o.Q 97F ADDRESS........................................ 495 NARTY PAR/SH DR&E LOCKS, ETL; TO AVi✓%D TRESPASSING DURING HOURS WHEN I 670 SF BR/CK PA 770 TO BE REMOVED DRIVEWAY - 1,411 SF x 1.00 x 2/12 FT= 235 CF ,NY WORK IS NDT TAKING' PLACE. T7w 6 0 - 6 STONE APRON - 104 SF x 1.00 x 2/12 FT = 17 CF SOU7HOLD11971 / f fil 37.5 SF PORTON OF EXIS77NG STEPS & PA VERS - 272 SF x 1.00 x 2/12 FT = 45 CF LOT AREA ............... 29 330 SF 0 67 AC 4. PROJECT DEMOL1770N' INCLUDING REMOVAL OF EVS77NG I PROPOSED 7'x7'HOT TUB SET INTO N?70D DECK I M/N %� r " n� .' SCREi�A/ED PORCH 727 BE REMOVED "•"'•"•"'•"•"•"""•"'•' " �•�' o TOTAL STORAGE REDUIRED: 481 CF ( � ) FACILITIES, DRAINAGE- SYS7FMSL RETAIN/NG WALLS AND 07NER O Bw.50 ry a' a ~�.` ry 5' O'I'c� USE....................................I.................... SINGLE FAMILY RESIDENCE S7RUCTl/RE3, /S 727 .BE PERFORMED IN CONFORMANCE W1TH qRF PROPOSED 283 SF WOOD DECK ADD177ON 15 7 S�P�' 4o31.�. M/ /'c�� STORAGE PROVIDED: 7HE REGULAnONS Of" THE 722WN OF EAST HAMPR7N AND ALL '4 q S o s i.' 2D \ q 07HER APPROPR/ATF AGENCIES THE CONTRACTOR IS RF R ``µ or ���, 8J ZONING .................................................... R-40 q I q PROPOSED 22 SF 1 STORY ADD/TON �' RESPONSIBLE FOR OBTAIN/NG ALL PERMITS FOR DMOIJ77U'V I q 3 F ¢ 49.01 � sy +av'°�^y 481 OF/32 CF/1,F = 15 VF mow/ f8C5 8• is ,�sti•''�q �b NEW B-5"x5=5" WOOD STEPS EXTEND 70 PARCH WALL PROVIDE 4 4' HIGH GALLEYS 512 CF AND DISPOSAL OF E,K/S77NG S7RUC7URES AND MATER/ALS. I I PROPOSED 26 SF BILCO DOORS p• F s s O- ( ) GROUNDWATER MANAGEMENT ZONE........ lV a � �Pr o i O PROPOSED 30 SF RA/SED WOOD S700P IN PLACE OF B/LCO 5. AT NO 77ME SHALL DEER/S BE BURIED ON THE SITE. ALL I EX/S71NG CHIMNEY 727 REMAIN RF SA,yogPy po 8 w O f 8 DOOR 7R/BUTARY AREA 5 NOTES UNSU/TABLE MA lEl?/AL AND DEBRIS SHALL BE DISPOSED OF PROPOSED AC EQUIPMENT PAD AT CRA DE R ��� qy , PROPOSED 86 SF A T GRADE MASONRY PA 770 DRI WFWA Y - 1,387 SF x 1.00 x 2/12 FT = 23f CF /N ACCORDANCE W177V TOWN, COUNTY, STATE AND FEDERAL AREA 4 0 �V pq Nc of. 1. THIS PLAN REFERENCES A BOUNDARY AND T01pOGRAPH/C SURVEY PREPARED BY LAWS, CODES AND ORDINANCES. �'185 ' ry y A` S�URnq�NF >'o o I 5727RAL:E PROVIDED: KENNETH M Wt7YCF/UK LANG SURVEYING POLI; LAST DATED APRIL 1, 2021. PROPOSED 128 SF 1 & 2 STORY ADD/TON aw SO �• '� �iVp Er, c L(Y k'41015�D A'C •9 S' �D O -J I RIA/tdt5 IN PLACE OF EXIST. 2ND FLOOR OVERHANG & Qv'� �a A nN W 2. REFER TO BUILD/NG PLANS AND PLOT PLANS BY MERYL KRAMER AROYl7£CT LAST 6. WHERE RLL MATERIA,_ /S REQUIRED, D SHALL CONSISTOF I I ROOFED OVER PA 770 TO BE REMOIfD 9ft�, o ? �' A6 aF q<<S PROPOSED 16 SF 1 STORY ADD/770N 231 CF/32 CF/LF - 7.2 VF CRUSHED STONE OR BANK RUN SAND AND GRAVEL R?EE 3� �� q� r, ? RF,y i s R I PRONDE (4}-2' HIGH GALLEYS (256 C') RE14SED MARCH 18, 2021, FOR ADD177ONAL BUILD/NG /NFORMA770N. FROM ORGAN/C OR OTHER UNSU/TABLE MA7FR/ALS THE I PROPOSED AT GRADE STEPP/NG I �2. �o o s Nj I I ENGYNEER RESERVES THE RIGHT 70 RESECT ANY UNSUI TABLE �>'7 s `�zc, ,-� 0 STONE (TYP.) 100, 3 ?s ��.,�No '.o 10 O' 56 SF PORTON OF EXISTNG DWFLUNG TO BE REMOVED EXISTING LOT COVERAGE LOCA 770N, CONNEC77ON AND SPEC/RCATONS OF GEOTHERMAL WELLS BASED ON A MATERIAL BROUGHT L�1/ S/1F FOR USE AS FILL S � �'�' ��''Qv°'� ,,� 1'�` PLAN PROVIDED BY M/LEER ENVIRONMENTAL GROUP /NC. ON SEPIFMBE7? 13, 2021. Ck� ¢¢� i�4o POR77ON OF E4377NG HOUSE WITH/N SIDE YARD CAL CULAVOWS PROVIDED BY MER YL KRAMER ARCY-l/TEC T. 7. PLACE 7RENC'•I BEDDING AND BACKRLL MA 7FRIALS /N LA YERS SAN C.O. o,o A� RIM 18.5 R ro s w Rn ''rv�o 4. S/TE l5 LOCA 7F7I W71HlN FEMA FL000 ZONE X AS SHOWN ON FEMA MAP NOT EXCEEDING 12 /N THICKNESS WHEN USING HEAVY / . s'' � ao9ks�r �D PROPOSED UNDERGROUND PROPANE TANK LOT COMERAGE (TOWN Cly SOU7NOLO BUILDABLE LAND) 36103C0166H EFF. SEPTEMBER 25, 2009. • OUTLET INV 16.5 00 � h' iN •+ c COMPAC770V EQUIPU--NT OR 6 W MW USING HAND OPERA7FD I I T'Qv ry I (APPROX. 500 CAL) BASED ON AREA LANDWARD of LIMIT OF BEACH (26,222 SF) EQUIPMENT. COMPAC77ON SHALL BE 95X MOD/RED PROC70R (CON77?AC727R 70 VERIFY N 0 �'i 1V , ?ssnti �� ?>4. 4' 5. EX/S77NG U77LI77ES A5 PER PRECISION MARKOU73; INC DA DFD VL Y 11, 2020. DENSYTY. £X/SANG INVERT) , To Ta c s• �; AREA 5 c'•'' � ry�CF 6F R}c?8 EXISTING GRAVEL DRIVEWAY TO BE REMOVED DWtZUNG.• 2,091 SF 8. 7H£ CON7RACTCR OR INSTALLER IS RESPCVS/BL£FOR 7HE SEE W16U7ARY AREA 3 s,p p FilroVRgc SCREENED PORCH.• 514 SF 6. ALL ROOF LEADERS TO BE CONNECTED TO SITE DRAINAGE S)STEMM, SEE PROPOSEID 1 CONCi'EM- LEACHING GALLEY o, o Ry q F i PROPOSED 4=0"x 8-O OUTDOOR SHOWER W/ GARAGE W/2ND FLOOR OVERHANG- 600 SF ARCV/7E=RAL PLANS FOR ROOF DOWNSPOUT LOCA77ONS. REMOVAL OF ABAN09NED U77LITY SERVICE COIVNEC77CWS AND () '1'c �Q q'Vc " t1Q R S7-ONE PAVERS AT GRADE. PROVIDE 55 GAL. DRUM THE COORD/NA17CrW Ll� THE/N57ALLA770N OF NEW SERVICE I RIM.- 8.0 Bw ts�o �Noo��NNFWs '� I ". �� E".� ? 'I' ( CONNEC77ONG AND SHALL COORDINATE AND INSTALL ALL o ¢� ryti / :<R:. :: o STORAGE UNDER SiHOWER) TOTAL EXISTING COVERAGE 3,205 SF OR 12.2X 7. PIPE MATERIALS SHALL BE AS SPEC/f1E0 BELOW, UNLESS OTHERWISE N011r0 WCJRK WI7H THE APP ROPRIA7F U77LITY COMPANY. EXIS77NG 5 BEDROOM SANITARY SYSTEM 70 BE , ?42 SJ :.: ,:::;::': : '::: :' �,, w " ON THE PLAN.• ABANDONED 727 SCIONS STANDARDS _ H 8.5t �. PROPOSED 222 SF PE7RWOUS GRAVEL PA 770 18-6 x12-0 LOT COVERAGE (N)50EC ADJACENT AREA) ROOF DRAIN PIPE' - 4 D/A. DR-18 ® 1.ZM/N. 9. INE CONIRACTQR OF' INSTALLED? /S D/RECITED 722 VERIFY THE / a P. BASED ON IMPERVIOUS SURFACE AREA LANDWARD OF MHW (f FEET M/N_ COVER) NEW GENERATOR 70 REPLACE EX/S77NG (29. 330 SF) LOCA kF` EA ALL UT AS NECESSARY 722 BEGINNING 1142RK, AND �� � � � � � PROPOSED 37 SF COVERED PORCH TO TAKE MEASURES AS NECESSARY TO PROTECT ALL PROPOSED M OWTS CONTROL PANEL y p � �_` :-�, ..;:'.., U77LI77ES INTENDED i27 REMAIN /N PLACE RELocAT/ON WILL TRIBUTARY MAP W OWELUNG.• 2 091 SF o - : :;;;:' ::: SCREENED PORCH., 5f4 .SF B£ CDORD/NA7ID BY' INE CON7RAC7t7R hp 1N THE q APPROPR/ATE'unurI' OWNER SCALE. 1' = so . :.'-::` y .. � ., £X/S77NG OVERHEAD ELEC7R/CAL LINES TO BE BURIED, PRECAST CONCRETE STRUCTURE NOTES: g POLE Til BE REMOVED. GARAGE W/2ND FLOOR OVERHANG, 600 SF EXIS77NO 77MBER RETAINING WALLS TO BE REMOVED Z MI fb Ml W (CON7RAC727R TO COORDINATE WI77/ LOCAL UAL/TY WOOD WALKWAYS. 381 SF f0. 7HE CION7RACMR OR INSTALLER IS RESPONSIBLE TO SECURE / ALL NECESSARY PETtMl1S PRIOR TO COMMENCING WORK. COMPANY. 77MBER STFPS.• 90 SF 1. ALL PRECAST STRUCTURES SHALL INCLUDE SUFF7C/ENT S7EEZ Z IFST M/N....'. ) HOLE •:1 I "<;:,. V BRICK PA 770.• 670 SF REINFORCEMENT FOR IEMPERA7URE AND SHRINKAGE, TRANSPORT, AND EX/STNG TMBER STEPS & 1RELUS TO BE REMOVED `�' �L.:::.. v PROPOSED AT GRADE STEPPING STONE B/ECO DOOR. 25 SF 127 ALLOW 7HE STRUCTURE TO Wf1H57AND AASHT27 H-20 LOAD/NG AT rb - W GARAGE APRON.- 104 SF 7HE COVER COND/TONS SHOWN ON 7HE PLANS ew i CUT/FILL ANALYSIS PROPOSED HYDRO-ACTON RBERGLASS AN500 f5 0 5OX EXP.I 8. BASED ON 7HE EX/SANG 127POGY?APH/C /NFORMAAON PROI/IDED 'BY OTHERS'IN HfTH HELICAL PILES (5 BEDROOM CAPACITY) to I 'yy f �,.....;., TOTAL EX/STNG COVERAGE. 4,475 SF OR 15.2.2 2. ALL SHOP DRAWINGS AND DR/LL SHEETS FOR PRECAST CONQRE7F COMPARISON TO THE ,PROPOSED GRAD/NG AND DRAINAGE PLAN PREPARED; RIM EL.,t8.2 ^ q� ;: is: W S7RUC7URES SHALL INCLUDE MANUFACTURER'S CER77ROA77ON THAT 7HE APPROX/MA7F NET CUT/FILL /S 325 CUBIC YARDS CLEAN SANDY FILL TO BE PROPOSED ORENCO PUMP AND BASIN = ::: PROPOSED S70NE 5700P do 57EPS PROPOSED LOT COVERAGE 7H-r STRUCTURES ARE DESIGNED TO WITHSTAND 7H LOADS NOTED ......::..::: ABOVE. ]RUCKED /N FROM AN APPROVED UPLAND SOURCE." (SEE CALCULA77ONS AND DETAIL) 4.111 kROOF OVERHANG AT GARAGE TO BE REMOVED CALCULATONS PROVIDED BY MERYZ KRAMER ARCH/TECT. aw 6.0 �' "� :::: J ALL PRECAST S72/C7URES SHALL BE MANUFACTURED WITH 4000 PSI LEACHING GALLEY DATA a;.:.:.. .......... NEW 104 SF STONE APRON TO REPLACE CONCRETE LOT COVERAGE TOWN OF SDUIHOLO BUILDABLE LAND) ( /28 DAY S7RENG7H CONCRETE: I ' U'�' BASED ON AREA LANDWARD OF LIMIT OF BEACH ;1;; .:' EXIS77NG BUR/ED LP TANK TO BE REMOVED (26,222 SF) INTERNAL DRAIN WALL INTERNAL VOLUME APPROX. DRAIN OPENINGS WEIGHT PROPOSES MASONRY RETAINING WALL 7 I WALL HGT. AREA (SF) CF GAL TOTAL SIZE ANGLE (Lb.) APPROXIMATE 142 LF, MAX. 3FT HEIGHT W DWELUNG.• 2,623 SF 1'-0" 17.4 32 239 12 3/4" X 6" 14 DEG. 4,150 6 s :: :.. PROPOSED /NRLTRATOR QU/CK4 STANDARD CHAMBER � 1011SCREENED PORGY,!• 439 SF % : INSTALL (3) ROWS 2.83 WIDE X f24LF (72LF TOTAL, GA GE- 528 SF 1'-6" 25.5 48 359 16 3/4" X 6" 14 DEG. 4.730 SEE 7RIB UTARY AREA 4 2'-0" 34.0 64 479 20 3/4" X 6" 14 DEG. 5,325 PROPOSED (4) CONCRETE LEACH/NG GALLEY g 5 I I K ;.:I'llNOT/NGYUD/NG END CAP}. COVERED ENTRY PORCH 37 SF F - I ^ EXIS77NG U77LITY POLE TO BE REMOVED UNCOVERED W270D DECK 283 SF 2-6 42..E 80 598 26 3/4 X 6 14 DEG. 5,9 5 RIM. 9.5 I I HOT IUB. 49 SF GRAPHIC SCALE 3'-0" 51.0 96 718 34 3/4" X 6" 14 DEG. 6.485 BWdO �I W (CON77?AC70R 70 COORD/NA TF W/7H LOCAL S-6" 59.5 112 838 40 3/4" X 6" 14 DEG. 7,065 N/F ew 4 0 5.5+ I .�. ( UAI X COMPANY.} TOTAL PROPOSED COVERAGE 4959 SF OR 15X 20 o io 20 40 so 4'-C" 68.0 128 957 48 3/4" X 6" 14 DEG. 7.675 M. BENIC I cb ZONELOT COVERAGE (NYSDEC ADJACENT AREA,) 3 0.2� CHANCE ANNUAL FLOOD BASED ON IMPERVIOUS SURFACE AREA LANDWARD OF MHW 29,330 SF GRADE EL. = 6.5' EX/STNG WOOD STEPS TO BE RE7MOVED I PROPOSED RLL THIS AREA. 7 - '--FLOOD Z- OHNE BOUDNM NSF ( ) IN FEET ) PLACE APPROX. 125 CY Tt71 I I 1 N.THEODOSOPOULOS . I W DWELLING.• 2,62J SF 1 inch - 20 ft. Bw 40 RA/SE GRADE A MAX OF I I M/ SCREENED PORCH.• 439 SF PIPE KNOCKOUT o 2 0.9' 4 2.5 FEET I �� SEE 7R/BUTARY AREA 5 GARAGE.• 528 SF 12/29/2021 MJW REVISE PER SCDHS COMMENTS DATED 11/1/2021 (EACH S/DE) V W / PROPOSED (4) CONCRETE LEACHING GALLEYS COWSR£D ENTRY PORCH. 37 SF 09/19/2021 MJW DES/GN lA-OPTS PROPOSED MASONRY RETAINING WALL _� 5 I k' ._:.:,:: /�RIM.- 6.5 UNCOVERED RVOO DECD 283 SF TOP EL = S.5 APPROMMA 7F 30 LF, MAX. 1.5FT HEIGHT ,� I UNCOVERED WOOD STEPS.' 96.5 SF 09/14/2021 MJW ADD PROPOSED UNDERGROUND PROPANE TANK Bw 50 f:.::: _ GARAGE APRON.' 104 SF 6 W I PROPOSES GRAVEL DRIVEWAY B/LG1D DOOR. 28 SF 09/13/2021 MJW ADD L;E07HERMAL WELL LOCATOW(S) tl .... ON-GRADE PATO & 57EPP/NG S7LWES 402 5F 08/16/2021 MJW REVISED (SHOW EX/ST. PORTON OF HOUSE WITH/N SIDE YARD �O RYT ' " OUTDOOR SHOWER W/STONE PAWERS 32 SF B N BOUNDA I EXIS77NG OVERHEAD W/RE5 TO BE REMOVED Date g® ® ® RESO RCE 1 W HOT TUB 49 SF y Revision BOTTOM EZ = 3' BARRIER r ----� >' - PROPOSED UNDERGROUND ELEC. SERWCE Designed by: LZ MJW Drafted by: LZ MJW Checked by: MM cOASTAI I (CON TRAC7OR TO COPRD/NA 7F WI7H LOCAL TOTAL PROPOSED COVERAGE- 4,621.5 Sr OR 15.8.2 U7; UTLI>Y COMPANY.) 6 DUMMY CUP, TYP �. ``' o� 1 f EXIS77NG WELL TO BE ABANDONED BarrettN LEACH/NG HOLE;; TM o GROUNDWATER EL = 1 ��� / :: ::►s • ALF I 1 I PROPOSED 396SF PERVIOUS GRA VEL PARK/NG o n a�;C �j 422.0' $ I I ;;:.:: ON. SOIL BORING SOIL BORING MON. ;;:9 2:::::: N.T.S. LEACHING GALLEY SECTION O _ _ I _ - GENERAL L NOTES: Van Weele, PC - "�`-' 100.00' PROPOSED GEOTHERMAL LOOP FIELD - 5 ]IONS EL 8.0 1. WATER LEW2 SHOWN N rs � N 75u54'50" W l NO 7E-. 1N/S /S A GENERIC DETAIL OF THE MIN/MUM SEPARA TON TO GROUND WA TER, I I` o U P• 75OLF OF BCR/NG - 3 CLOSED LOOPS TOTAL /S THA T MEASURED rOPIVOTTOM LZEVA77ONS VARY FOR EACH SYSTEM. CAA/P9EZL FRAME LYIVER A/LIOIEL Na 17.35 FOR I � � (LOCA TAN AND SPECFICA77ONS PROVIDED BY MIXED SAND OL ON TIE DATE Engineers • Surveyors • Planners � � REFER 70 DRAINAGE CALCULA77ONS FOR ACTUAL DEPTH OF LEACH/NG GALLEY FOR 14'OPENING aft APPROWD EQUAL MILLER ENVIRONMENTAL GROUP) AND LOAM INDICATED AND MAY 175A Commerce Drive Hauppauge, NY 1 1788 EACH 7R/BUTARY AREA. EDGE OF PA EL 5.0 3' NOT BE REFLEC77VE STt�P1ER AR END PLUG APPROX. LOCATION OF EXISTIN WATER MAIN OF DA/LY SEASONAL 7631.435.1111 F 631.435.1022 w w w w w w PROPOSED WATER SERVICE TO CONNECT ALE BROWN 18'"8X4'010waRETF PAD NORTH PARISH DRIVE 70 BE . (C011G WA IFR SERVICE FINE SAND SP VARIGRO TONS IN THE TO BE REMOVED. (CONTRACT TO GROUNDWATER LEVEL. www.bbvpc.com •"' :� ` : �:�;� , : '�:' �; ~:' COORD/NA TF WATER SERVICE TAP W77N EL 1.0 7' LOCAL HA TER D/5178/CT.) 2 7HE BORING REPRESENT RESULTS Tax Map No.: DISTRICT 1000 SECTION 71 BLOCK 1 LOT 5 SUB-SURWCONDIONES AT THE CE WATER IN PALE 5P BOR/NG LOCA TON PFC P/PE BROWN ONLY AND ARE NOT OF NE NEC495 NORTH PARISH DRIVE FINE REPRESEN TA 77 CESSAR/L Y � �Y 45•EZBows w 6o•ww SAND CONDI ONS A VF OF Al EL M,c /O,p� OTHER LOCA TONS SCOTT RESIDENCE LUa r -® --® m TOWN OF SOUTHOLD SUFFOLK COUNTY y tl]t ' E.I I !f I�' V28y P�. I ALTERNATE A' ALTETAUATE .B. a ESSION •` .' :7a,r. ti +Ij �:.:._,..._.....•-,.�°''f PLOT EL -5 13' F EB - 1 2022 IN ALL WE•.7M USE ALTERNATE 'AFOR BENDS,• USE ALTERNATE 19"FOR BUILDING a 12-04-20 PLAN EXTENS/aVS/CONNECTONS McDONALD GEOSCIENCE _ CLEANOUT DETAIL ERAD OF THIS DOCUMENT, EXCEPT BY 1 I i I , WATER ENCOUNTERED 7.0' BELOW SouthoWTowfl A L/CENS D PROFESSIONAL ENGINEER IN SURFACE B^^fL�f TR1sices ACCORDA CE WITH SECTION 7209 OF NEW SCIONS REF#• R-21-2997 OYEANOUT DETAIL MR AREAS NOT SUO"r TD wwa/LAR TRAFRC T" "- " ww�,, � -YOR TE EDUCATION LAW, IS ILLEGAL C 2021 BBV PC _ ._-.,... ..,_.. ..,.tion.W N T.S. Date Scale Project No. Sheet No. CI'� Uvl: L VIEW: SEPTEMBER 2, 2021 1" = 20' A210254 SANITARY SYSTEM CALCULATIONS PROPOSED 5 BEDROOM DWELLING' 0110 GPO/BEDROOM = 550 GRD INFILTRATOR WATER TECHNOLOGIES a76 QUICK4 STANDARD CHAMBER TYPICAL MOUND DETAIL 0244 SYSTEM SECTION VIEW g51� 047 ass ° REOU/RED.• 550 GPD RATED SY57EM 1 Qf54A 8 o e (NOT TO SCALE) 024 Z PROPOSED.• (1) HYDRO-AC77ON AN500 (nBERGYASS) 0242 1 0 0 ° BUOYANCY CAI CULAAONS' MIN.3FT FROM EDGE OF BUOYANT FORCE RESULT/S A/R VOLUME WITH/N CONTAINERS FULLY IMMERSED/N WATER LEACHING SYSTEM TO SLOPE 024 (332'�3�• 7 16 0574 ' ° ' o e a24 BUOYANT FOPOE OF HYDRO-ACTI01/AN500 UNIT MIN.COVER 8 2 0 0 TOTAL UN/T W£/GHT(ANSOO) = 900 LBS PER CODE SLOPE AT PRE-TREATMENT TANK INT. VOL BUOYANT FORCE = ),600 LBS ESTABLISH AEROB/C TANK/NT t�7Y. BUOYAIIT FORCE = 4.880 LBS SUITABLE BACKFILL 2%MIN. 12" VEGETATIVE BUOYANT FORCE = 9,380 LBS PER DESIGN - COVER 76 2"-4"TOPSOIL ANA-BUOYANT FORCE SLOPE &SEED HELICAL PILE ANA-BUOYANT FORCE 32.000 LBS PROWDE(zf HET UAL PILES x/2) PER DESIGN TOTAL ANA-BUOYANT FORCE = 64,000 LBSPt' _'- ° ° 0242 r; �'a.,.`" J•<'?'� t �`. t _ter. e o e e BUOYANCY SAFETY FAC70R (SOOKS REQUIRES 1.5/PROWDED)' = 1.5A.8 0511 ' • ° o i•. \' ?� e e o 0 LEACHING f7a 4 . ANFIL7RA7OR 0UICK4 STANDARD CHAMBER (34 x 482 x 12TH) 1 05 ° 716 6 ° e e DEPTH OF SOIL PER DESIGN o W RAANG` 2.83 SO.FT./LF LEAQYING AREA IN PRE-SWR/ZED SHALLOW DRAINnD-D PREP SURFACE PER 32 076 CON17GURA77ON DOSING RA TE: 0.25 GAL./L.F. (SCDHS STANDARD) LOCAL REQUIRMENT 070 WE APPLICA77ON RATE ALLOWED: .10 Q°D/SO.FT 1-112 0 HELICAL PILES INRORAMR ONCK4 STANDARD CHAMBER.- 2.83 SOFT./1F OF LEACHING AREA FOR ANTI-BUOYANCY - 132 REOUIRED LENGTH OF LEACH/NG FIELD: 550 GPD/(10 GPD/SF)/2.83 SOFT./LF- 64.7 LF (TYPICAL) PROWDE 3 ROWS AT 24LF/ROW=== 72LF OF INR17RAW OU/CK4 STANDARD PLUS CHAMBER � GPLC CONTROL PANEL ' Wf HPS°COMPRESSOR CROCE DESIGN.- `SIZE OF SYSTEM DETERMINED BY DESIGN INFILTRATOR ' E PLC CONTROL PANEL USING PIPE AND PUMP CALCULATOR SOFTWARE FROM GE•OIAMIX SYSTEMS - iTECHNOLOGIES W/HP80 COMPRESSOR NUMBER OF 04/F7CES PER LA7EAAL• 9 (27 TOTAL) 4 su*a t Rmi°ia a o°ns E NUMBER OF LA7FRALS• 3 �)xzl 44x H DD3 SPACE'ORIFICES AT.• 2 FT 0..C, (A07E:• EVERY F7F7H OR/F70£ALONG 77/E LATERAL M BE DRILLED QUICK4 STANDARD CHAMBER FROM AHE B07T01V OF THE PIPE AND OUW 7E0 W TY AN O7/F7CE W/aD) TYPICAL MOUND DETAIL ORIFICE DIAMETER, 1/8 IN. Ewe SECTION VIEW t zm CABLE F4STENED TO EYE (� RESIDUAL HEAD AT LAST OR/f7CO 5 FT. t. kDFH s.L t et t BOLT A'LIFTING POINTS MIN/MUM FLOW RA 7E PER ORlna- 0.43 GPM USING 2/N. DIA. MAIN, 1.25/N. DIA. MANIFOLD, 1 W. OA. LATERAL PIPE (4/TYPICAL) FL U MIN/MUM DESIGN f1OW! 16.9 GPM TOTAL DYNAMIC HEAD: 10.0 FT LEACH/NG RED DOSING` INFILTRATOR WATER TECHNOLOGIES B � 04 USING 72 LF. OFINFILTRA TOR QUICK4 STANDARD CHAMS&7 QUICK4 STANDARD CHAMBER 72 LF x 0.25 GAL/1.F- 18 GAL./DOSE PRODUCT SPECIFICATIONS F 892 _ DOSE LEACHING FIELD AT 18 GAL PER DOSE (NOT TO SCALE) PUMP S/Z/NG.• PROWDE ORENCO SIMPLEX PUMP VESSEL MODEL eFJO05(OR APPROVED EQUAL) 64 (C-C2A)- 63 PRO14DING A 32 GAL VESSEL VRXUME B 32 GAL VESSEL VOLUME> 18 6AL/12ME(PUMP VESSEL SIZE IS ADEOUAM) QUICK4 STANDARD MULTIPORT END CAP PUMP BASIN.• TOP VIEW L ORENCO PUMP BASIN MODEL PB.?480/7 (30 CAL WXUME VESSEL) _ INSPECTION PORT 24- ADD ANA-FIOATAAOV FLANGE: SQUARE(SEE DETAIL. SHEET 2) s 9 Em I AT D LH Lu I/A OWTS GENERAL REQUIREMENTSp p 72 322 72 66 1. ONLY IIA OWTS TECHNOLOGIES APPROVED FOR GENERAL USE IN ACCORDANCE WITH SUFFOLK e ° STAINLESS COUNTY DEPARTMENT OF HEALTH STANDARDS FOR 'APPROVAL AND MANAGEMENT OF INNOVA77W 1 STEEL 84 ss AND ALTERNAAVE ON577E WA57EWAA R 7REAIUENT SYS7FM5•"MAY BE PROPOSED FOR 9 6) 0 8"INVERT 472 INSTALLA77ON AND USED ON PARCELS AS A MEANS OF SEWAGE"DISPOSAL 16"� TURNBUCKLES 2. THE INSTALLER MUST HOLD A CURRENT LIOU/D WA57E LICENSE PURSUANT M SUFFOLK COUNTY 12" CODE CNAP7ER 56.E ARACYE W/(SEPAL INDUS7RY BUA'NESS) THROUGH THE SUFFOLK COUNTY A DEPARTMENT OF LABOR LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY CODE 53" 563-79. RUBBER COATED 3/8-INCH .i ALL 11AOW75 MUST BE REC+SIFRED W17H THE DEPARTMENT IN ACCORDANCE WITH ORACLE 19 OF SIDE VIEW END VIEW ��34.. WIRE ROPE CLAMPS GALVANIZED CABLE AHE SUFFOLK COUNTY SANITARY CODE PR/O7 TO THE 11rPAR7MENT GRAN77NG CERWM47701V OF �48"� 11.5"OUTLET END' (EFFECTIVE LENGTH) (EFFECTIVE LENGTH) COMPLETED CAV57RUCAOV ON i95 BU/LT'PLANS � ss 4. AN EXECZ17ED OPERA77ON AN'D MAINTENANCE CON7RACr B£7MFENN THE MA/N7FNANCE PROWDER S ® 15"INLET END* 1-1/2"0 HELICAL PILES TO BE aT AND PROPERTY OWNER MUST BE SUBMITTED 70 AHE DEPARTMENT PRIOR TO APPROVAL AF AHE IIA 12" (EFFECTIVE LENGTH) SET IN NATIVE SOIL.SIZE AND OW75 REGSMA77ON BY THE.DEPARTMENT IN ACCORDANCE WAY AR77CYE 19 OF THE SUFFOLK _ A COUNTY SANITARY CODE: WITHDRAWL CAPACITY TO BE S ALL INSTALLED IIA OWTS ARE REQUIRED TO HAVE AN MV/AAL 3-YEAR WARRANTY AND I-----34"� RAT 34" BY DESIGN OPERA 77OV/AMIN7ENANCE S&PWCE CONTRACT. AFTER 774EW4AL 3-YEAR OPERAAON AND PROFESSIONAL. HFIL7RAMR WATER TECHNOLOGIES MAINTENANCE.SERWCf`CONMACT HAS D(P/RED, PROPERTY OWNERS ARE EXPECTED TO MAINTAIN 4 a.a-P.►R°as 9.*.k CT°ens AN OPERAAOW AND MAINTENANCE CONTRACT IN ACCORDANCE W/TH ARACILE 19 OF AHE SUFFOLK ow)x'-weGENERAL HELICAL PILE CONNECTION COUNTY SANITARY CODE ALL VIEWS=INSTALLED LENGTH. QUICK4 STANDARD CHAMBER T t� BILL O F MATERIALS 6. ALL INSTALLED 11AOWTS ARE REQU/RED 708£SAMPLED/N ACCORDANCE W1A� 7H,-DEPARIM£NTS PRODUCT SPECIFICATIONS N�•` . Oft 05/21/20111 STANDARDS PROMULGATED UNDER ARALYE 19 FOR APPROVAL AND MANA"DVT OF INNOVA77W k,e� koFH sl.t t of t NO TE- AND ALTERNA77VE ONSI7E WASTEWATER 7REA7MENT SYSMVS" 1. DETAIL PROVIDED BY MANUFACTURER. HYDRO-AC7701V 2. ACTUAL HELICAL PILE LAYOUT/CONNECTION FOR LPAN500 AS PER INSTALLER OR MANUFAC7URERS ITEM P/N DESCRIPTION QTY:7. INSTALLAAON AND USE OF 774£IIAOW75 MUST CONFl7RM 7D 174£DEPAR7MEN75 APPROVED 11A 2. OW7S GUIDANCE DOCUMENT PREPARED IN ACCORDANCE WITH THE STANDARDS FOR A16 PPROVAL 2" PVC SCH 40 HA-1 80056-R TANK, AN500 245 NITROGEN REDUCTION REMOTE 1 AND MANAGEMENT O-INNOV477W AND AL7FRNA77VE OVST7F WASTEWATER 7REA7MENT SYSTEM.' FROM ORENCO PUMP A 180055 TANK, AN500 245 PRETREATMENT 1 / \ B 130002 KIT, SNG 2 TANK CONNECTING STANDARD 1 GRADE TO D/VERT _ C 100111 ASSEMBLY, RE-CIRCULATION 245 COMPLETE AN500/AN600 1 RUNOFF 2"PVC SCH 40 te 90'ELBOW D AN500-P AN500 W/ PLATFORM COMPLETE 1 FLOW EOUALIZA7701V PROCEDURE. .♦ E ECSO-30-L100-PLC EC50-30-L-100-PLC 1 -- VALVE BOX W/CAP 1. INSTALL CLEAR PIPE'INTO BALL VAL VE 2" TO 1 11 PVC SCH 40 11 2. OPEN ALL VAL VES�- REDUCER 1"PVC SCH 40 1" SLIP PLUG J TURN ON PUMP AND NOTE ELEVA77ON OF WATER /N EACH PIPE ` 1"PVC SCH 40 BALL 4. EOUAUZE HEIGHT FOR EACH ® 46"HEAD iWTH BALL VALVE AT VAL VE START OF LA 7ERAL. 3-FOOT SQUARE 5. AFTER EOUAUZA770N, TURN OFF PUMP AND REMOVE PIPES CLOSE DEADMAN 1"PVC SCH 40 VALVE AND REINSTALL PLUGS: 00 00 00 SWEEP 90 /O�R£+N/C7O�/MODEL /fL 4G+ 0 24" GASKE7ED RBERC7LAS PVC EOUAUZIN 1"PVC SCH 40 UD W IH S.S BOLTS ORENCO IN7FRNAL SPLICE BOX VAL V£ oI LA 7FRAL MODEL S64 �j 1 410 GROMMET INLET ORENCO 1-1/4"0 DISCHARGE ASSEMBLY ° LACE ON 6'BED 1 PRESSURE LATERAL t PIPE MODEL G4L MODEL HV125B � °• AN500 245 NITROGEN REDUCTION SYSTEM REMOTE DRAWN BY: A.DAVIs OF PEA STINE II 11 APPROVED BY. SIGNATURE DATE: REV. PART# SECTION ,"p{� SCH 40 COUPLING 2 TO 1 HEADER W/ EQU. VALVE 3 4",e SDR35 PVC FROM " hyar Ction 10/19/17 000 HA-1 80056-R 745- CUT-AWAY NT.S O HMROAC7701V LPAN500 1-11410 7RANSPORT LINE 70 ORA/NFMM INSTALL GROMMET 0125L DR/LL 1/8"DRAIN HOLE/N ELBOW GRADE 70 DIVERT 6 O RUNOFF 2'x1"PVC SCH / " N ORENCO MODEL fZOA FS S•EMBL Y OR/LL 1 DRAIN HOLE B O 40 FLOW O 1ZE ABOVE CHECK VALVE YB.• ON/HIGH WATER ALARM VALVE BOX W17H O R. OFF PLAN 1"PVC SCH 40 H CAP WLOW HA7ER/1TEDUNDANT OFF PVC SCH 40 BALL PRESSURE LA7FRA. VALVE ORENCO HIGH HEAD PUMP (REFER TD G£OMAT a MODEL PF 005 DISTAL HEAD PORT SCHEMATIC DETAILS) N STEEL LIFT RING (3) N REINFORCED COWCRE7F AN71-FLOATA710W 1/26/2022 M✓W REVISE PER SCDHS COMMENTS DA7FD 1/19/2022 N Ts` " " DIM. 36"D/AME7FR x 12' DEPTY, EMBEDDED 6' 2 PVC SCH 40 , pVC SCH 40 DRY HEIGHT- 3" SO DARE DEADMAN 1,124 LB 12/29/2021 MJW REVISE PER SCDHS COMMENTS DATED 11/1/2021 MAN/FOLD PIPE p/PE ;V TOTAL BASIN BUOYANCY 1,129 LB AT 6FT SUBMERSIA'V 09/19/2021 M✓W DES/GN /A-OWTS 2"x1"PVC SCH ° PLACE ON 6"BED 40 7FE PLAN AN71-BUOYANCY(3' SIXJARE DEADMAN).- . 296 LB (2929') Date By Revision OF PEA STONE 1" PVC SCH 40 r- 36" - ORENCO PUMP BASIN W1771 FLOW INDUCER Designed by: LZ/MJW Drafted by: LZ/MJW Checked by: MM SECTION PIPE ORENCO SIMPLEX DISCHARGE MODEL P8246OF/ REMOTE' PLC CONTROL PANEL WITV AIR PUMP BASIN DETAIL MOUNTED REMOTFLY NOTE, NTS Barrett (INSTALL ABOVE EL. 9.0) 7HE AL VE SHOULD BE THE HIGH PO/NT, ORENCO PUMP STATION ANTI-BUOYANCY CALCULATIONS WA7ER SHOULD DRAIN BACK TO THE PUMP � BOnaCC TANK AND TO GEOMAT TO PREVENT FREEZ/NG BASIN HEIGHT TOTAL VOLUME BUOYANCY AT FULL DEADMAN SOIL SUBMERGED CONCRE TOTAL AN77-BUOYANCY PROPOSED AIR (INCHES) (GALLONS) SUBMERSION COVER DEPTH AN77-BUOYANCY AIV77-BUOYANCY FACTOR OF 3 SUPPLY AND FLOW EQUALIZATION VALVE SCHEMATIC (POUNDS) (INCHES) (POUNDS) (POUNDS) SAFETY ` ELECTRICAL POWER TOP OF WALL EL. 4, Van Weele, PC TO I A OWTS N.T.8 PROP. AIR VENT / COWD?S AS PER MANUFACTURERS SPECIFACAAONS OR APPMWD EQUAL 72 135.36 1,128.90 66 648.24 3,295.94 2929' (SEE PLAN (11A OW75 NO 7E 7) COVERS LESS THAN 60tBS IWLL HAW SAFETY OENCE/LIO AS PER SCONS f (PROPERTY UNE) Engineers • Surveyors • Planners I f7N/SHED GRADE ALONG OUTSIDE OF (M Q t Z`25'OF&70VSVN COLLARS MAYBE USED TO BRWG CASTWG TD GRADE) F.F. LEV 5 RNISHE IIAV D BE/N ACCORDANCEfiVM PROPOSED *IOLF 21I SOI40 PW MANIFOLD P/PE 175 Commerce Drive Hauppauge, Y 1178 •° : • T 631.435.1111 F 631.435.1022 /-WT A STANDARDS FOR FLOOD PROPOSED INF717RATOP QUICK4 STANDARD CHAMBER °e• Z A?DWO PUMP BASIN MXa PB246M PROPOSED 110 VC PSCH.40 PIPE LATERALS C COmbbVp ►WTH ANn-a04TAnOV FLANO SYX/ARE LEW7H-d•24LF(9)ORIfXrS PER LATERAL (72LF TOTAL) www.66vpc.com PROPOSED I I RIM ta0 0 20 FEET BE7KEN ORIFICES EACH BRANCH(3) SLOPE USGS HISTORIC WATER ELEVATION CALCULATION " , . °• W BOTTOM OF WALL EL. CLEAN-OUT &TAD£-EL t8.0 1 ON 3 ' (SEF PLAN) I I 5'MIN. �SG� �T7E 410 BD7�BG 1 - S 167Ba1 APPLY HA ® fa vERr. z cl4 �1 o Tax Ma No.: DISTRICT 1000 SECTION 71 BLOCK 1 LOT 5 INLET �C WELL LAND SURFACE ELEVA77ON = 43.0(NGV929) 420 NAVD88 MEMBRANE 7N/S SIDE ,, I LY�AWL SPACE INV &5.5 DIA, Q OUTLET 8 LF 1.2 ® 03/27/07 RECORD H/SIt7R1C HIGH = 54 (NG W29) 4.4 NA W88 OF CQ/�ICRETE Wj>I(1 ° .•° Ct VC Of?40 PDELEMBER 2006 RECORD LEVEL - 5�2(NGW29) 4.2 NAW788 /NV t6.5 �tSOLF 4 0 SDR-35 PVC P/Pf A4 1 11 - 3 EWLV IST ® ® (TIP) •• , $[�_ (CON7RAC70R 70 VERIFY 'PROVED EOL/AL P/TG)YED 1/4%FT M/N. t5 LF 4'DIA. SDR-35 `� ►7 /NIFRPOLA7E0 H/STURIC H/GH ° ° EL 4.4 - FL. ,C2 - o2FT " .•oF_.N w 495 NORTH PARISH DRIVE E70SANG INVERT) INV tS3 PVC PAPE T INV. *7.5 BOTTOM EL. 6.51 Z IN RPO - EL 4.4 = 49 FT I 15 0 13 HORZ � CAST-IRAN PIPE TO EXTEND l/8"EOUl/F'T MIN.P/TCHEO s 7HR000Y FOUNDA77ON A /NV. t52 /NV. t50 N 7' FT/388 FT = QS.0 a e° �� .1710 MINIMUM OF 2 FEET BEYOND APPTOX HIGH=EXPECTED CK W Ft. _111.3 _ 7'(DEPTH 72o G.W. OV-SITE)O SR = 0.3' , . w' " I/ G � o� SCOTT RESIDENCE fOUNDAAON WALL GROUNDWATER EL *1.0 EL 1.0t 0.3= EL 1.3 APPROX/MA7E HIGHEST EXPECTED OPOUNDWAMR 6 ez _ F � ' TOWN OF-SOUTHOL SUFFOLK COUNTY LAGARBAGE GRINDERS AND WATER SCV-7ENERS 94ALL NOT DISCHARGE TO 11A Own ••e ° 6� ° �• L 2. INSTALL EFFLUENT FILTER(TURF 717E EF 4 OR APPROVED EQUAL)DIRE:7LY UNDER 0 7ZET ACCESS N.G.W. EL. _1L3 COVER k - °: •° =,ljA ii2285 �� /. I PROWDE 6-STABILIZED SAND RED UNDER IIA OWTS UNIT,• MAX. TOYERANC'E OF$-IN ANY D/RECAON BOTTOM EL tQ0 a 1.D 4. HEAVY CONS7RUCAON EQU/PMETIT SHALL NOT BE ALLOWED NEAR AREA OF//A OWTS a 4"PERFORAIFO ORA/NAGE PIPE L^PP A. ° ; j` +'L-^S1U�P� FEB -• ' 2� „ 5 //A OWLS S7HALL BE lES1ED FOR WATER AGYHINE55 AF1ER INSTALLAACN PER SL�HS/AHANUFAC7URERS i (HYDRO-ACAON SY57DM 70 BE ANCHORED 47 B6 SPEaRCATONS 14 0 18" VERT: ° °• • DET ILS GOWN W77H HELICAL PILES OR APPROVED ;", 6. THE CON7RAC7UR SHALL SCHEDULE ALL REOU/HED INSPECTIONS NTH B01H SCDHS AND THE DESIGN .' ,t • •' EQUAL 5E'E BUOYANCY CALCULA77ONS AND ENGINEER (PROWDE 48 HOURS NOALE). 7HE DESIGN ENGINEER SHALL INSPECT THE l/A OWTS PRIOR 70 " ° HYDRO-ACTION AN500 " x 15 0 13 HORZ. ALTERATION OF THIS DOCUM£Nr, EXCEPT BY SoutholdTowrt DETAILS) BACKf7LL AND DURING SYSTEM START-UP. Wim': NITROGEN REDUCTION SYSTEM ��! 7. l/A OWTS SPALL BE INSTALLED W TV A 2-0 VENT 70 THE ROOF Or 7Hf RESIDENCE OR AHE VENT PIPE "'� ^. A LICENSED PROFESSIONAL ENGINEER IN 10.0 CONCRETE RETAINING WALL ACCORDANCE WITH SECTION 7109 IL NEW T N.T.S MAYBE'PIPED 7D THE EXTERIOR A� THE RESIDENCE AND 7E77M/NA TE 1B"ABOVE GWADE W11H A CARBON YORK STA TE EDUCATION LAW, IS ILLEGAL SC 0 2021 BBV PC FILTER. ALL VENTS AT THE EXTERIOR OF THE RESIDENCE SHALL BE RrWED TOWARD THE IIA OW75 AND LM: IA OWTS PROFILE MAINTAIN 3'SEPARAAN.O/V FROM WINDOWS AND DOORS Date Scale Project Sheet No. ^ O f 2 VIEW: N.T.S TS: SEPTEMBER 2, 2021 111 = 20' A210255 4 L S.C.T.M. NO. DISTRICT: 1000 SECTION: 71 BLOCK: 1 LOT(S):5 s s A S43¢36�F `�CON - IC 1.0 �f OF $ONE ��1, po o. M?pc MOOR � V 17 0 0 0 62' \ S O00 64 3 \ LOT COVERAGE OWN OF SOUTHOLD (ffiSID ON AREA LANNDWARD OF TOE OF STONE ARUOk 26686 S.F.) �" `�� TOP Of k `� Q DWELLING W/ENCLOSED PORCH: 2545 S.F. \Ww000S 0 GARAGE WITH 2ND FLR OVERHANG: 600 S.F. STEP 6. TOTAL EXISTING COVERAGE: 3145 S.F. or II.BX 7 100' �j / O,y�Ok p LOT COVERAGE (IMPERVIOUS) a \�� /AV' �o CR4pFn0 10 (NYSDEC) '1F (84SED ON AREA LANDWARD OF MHW:29330 9d.) e DWEWNG W/ENCLOSED PORCH: 2545 S.F. GARAGE WITH 2ND FTR OVERHANG: 600 S.F. / a' '`�� WOOD WALKWAYS: 381 S.F. TIMBER STEPS: 90 S.F. BRICK PATIO: 670 S.F. BILCO DOOR: 25 S.F. '? ....................'`'`' "`'""`'%o c TOTAL EXISTING COVERAGE 4311 S.F. or 14.7X 15 3' .... :::: :•...o•.: ,00, .......... ':::: Sgjgi ` a:bVEt7F......::::::::::::: ::::.:: . •::0 1 .0' _ 7.0.. _::1,*:::-:-.-::---:...-.--..- CP r W ••'?s•?•. P.zn C� EL 8.0 MIXED SAND z 8�+20'� Sin + I w OL AND LOAM ALE BROWN —3- (O + . b• SP FINE SAND — 7- LP GAS WATER IN PALE61. BROWN Y I SP FINE 4• SANDU.P. WOOD j f . j . 6 5 :'a:_�. 1 ^ �' PATIO '! / i r--------, NO WATER Q4. j Cb I I I rL-------I 3 I j— 13' 12-04-20 �ppo 9� i----r-- L-------- McDONALD GEOSCIENCE 4 ',! 0 % '�� i 2 STORY FRM. DWELLING I �0 BO Ar RSRCE�? �---- L ------------ JI � CO�aRIER 1 --------- 14) E FEMA MAP#36103CO166H D 1� PARCEL IS LOCATED WITHIN THE O 422'0' MON. a , ' MGN. COASTAL BARRIER RESOURCES SYSTEM AREA (11/16/1990) �V N 7505450°W ioo7 1- FLOOD ZONE X 0.2% ANNUAL FLOOD CHANCE FEB - 1 2022 g o fi U.P. ' REVISED 04-01-21 EDGE OF PAVEMENT REVISED 02-15-21 Southold Town ADD TEST BORING 01-11-21 Board of Trustees NORTH PARISH DRIVE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA:29,330 S.F. or 0.67 ACRES ELEVA77ON DATUM.' — NAVD88 UNAUTHORIZED AL7ERA77ON OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE ]HEREFORE 77-IEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: JOHN SCOTT; LYNN SCOTT; MAP OF: ADVANTAGE TITLE; FILED: SITUATED AT:SOUTHOLD TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #19-190 SCALE: 1"=30'' DATE: DEC. 11, 2019 PHONE (831)298-1588 FAX (631) 298-1588 N.YS L1SC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Wcychuk FOHN AND LYNN SCOTT,495 'ARISH DRIVE,SOUTHOLD t " MW jll -.: Figure 1. Looking southeast along shoreline of Southold Bay and toward existing 1 and 2-story dwelling to be partially reconstructed,altered,and renovated. vt,Y Jilt •� S. .--� Yom. _ - .wF C vHj - i ; ��-�:.?3,�.:�•�..i� •�`t`_,`- - .��,ice' ' =1 Figure 2. Looking southwest over beach at waterside of existing dwelling,including waterside porch to be replaced with smaller porch and I and 2-story portions of dwelling to be partially reconstructed and altered. FOHN AND LYNN SCOTT,495 'ARISH DRIVE,SOUTHOLD A l �.. ✓Yrf" :�/ ��i lid � { �. 1 �"— - �'�. '�C,+� '�'� 4417 } Figure 3. Looking north from waterside porch toward Southold Bay,over existing brick patio to be removed. . . r V f ^ =rrr 4 Figure 4. Looking north from driveway at landward side of existing dwelling,including garage to be renovated and 2-story portion of dwelling to be partially reconstructed and altered. u.xa Irn Bl.xlo asosu " or.0-t I - N rra nw „ro �r e MSFATA SOUTHOLD SAY --__. x Bav zt w _t 1.0.43 `'� T�1 B 10 11 _ E • ��_ \ .,... s n� sl •� p a Br s x t B N � 'o � 4 er�• � t ,• s .r \ all SEE INSER E �_..y� _ _ • R" __"_= m NoncE COUNTY OF SUFFOLK © E oA tM a 80UTHOLO SECTION N0 ,.,_ u___ ,1 —O Real Property Tax Service Agency r E _ r� ....__—.._— £ Cwwopertyw.xServne M m� 071 D�••••• » .... �Biwc.i�. �" _ --.-- ru._.r-- f p vn .x.w Tppp PROPERLY MAP OFFICE LOCATION: � � MAILING ADDRESS: Town Hall Annex " �� "�° rm � � P.O. Box 1179 54375 State Route 25 ���r. Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 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: March 14, 2022 Re: LWRP Coastal Consistency Review for JOHN & LYNN SCOTT SCTM# 1000-71-1-5 The Zoning Board of Appeals found the action as consistent in their#7594 decision. En-Consultants on behalf of JOHN & LYNN SCOTT requests a Wetland Permit to partially reconstruct, alter, and renovate existing 1 & 2 story dwelling and appurtenances as follows (project meets Town Code definition of demolition): partially reconstruct, in-place (i.e., provide new roof and partially reconstruct existing walls over existing deck/foundation, to remain), approximately 848sq.ft. one-story portion of dwelling and 1,081sq.ft. two-story portion of dwelling; remove 56sq.ft. portion of dwelling; construct 439sq.ft. waterside porch (within existing footprint of 514sq.ft. porch), with 5.5'x6.6' steps; construct onto one-story portion of dwelling a 16sq.ft. one-story addition, 22sq.ft. one-story addition, and 283sq.ft. deck addition with 7'xT hot tub and 3.2'x4.1' steps; construct onto two-story portion of dwelling a 37sq.ft. covered porch entry and a 128sq.ft. 1 & 2 story addition in place of existing second floor enclosure/overhang and roofed-over patio; relocated basement entrance and construct 30sq.ft. stoop and 5.4'x8.4' steps; remove garage overhang, renovate garage and install 104sq.ft. stone apron in place of concrete apron; install 336sq.ft. pervious gravel patio, 222sq.ft. pervious patio, 86sq.ft. masonry patio, 4'x8' outdoor shower over stone pavers, various stepping stones, and concrete HVAC pad; place and grade approximately 50 cubic yards clean fill to raise grade up to one (1) foot, on waterside of dwelling; install 142 linear feet of masonry retaining wall (max. 3' high), along westerly property line; remove existing trellis, timber retaining walls, and steps, install 30 linear feet of masonry retaining wall (max. 1.5' high), and place approximately 125 cubic yards clear fill to raise grade up to 2.5', on landward side of dwelling; remove driveway and install new pervious gravel driveway with 396sq.ft. parking areas; remove existing conventional septic system and install new I/A sanitary system, install stormwater drainage system, abandon drinking water well; remove overhead electric service, replace buried LP tank and generator, and install public water service, buried electrical service, and closed loop geothermal filed; remove and replace in place 4'x6' wood landing and 4'x6' wood steps to beach; and to establish and maintain area seaward of dwelling as a non-turf buffer area. Located: 495 North Parish Drive, Southold. SCTM# 1000-71-1-5 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is INCONSISTENT with the Policy Standards and therefore is INCONSISTENT with the LWRP under Board of Trustee jurisdiction. 1. The applicant proposes increasing the grade by 1' using 50 CY of fill seaward of the residence. How will the grade change affect adjacent properties? 2. The applicant proposes to raise the grade landward of the residence by 2.5' with 125 CY of fill. This is a large amount. How will the grade change affect adjacent properties? There is still a concern about the proposed fill and site drainage. The fill will raise the grade and there is no indication in the file record that the adjacent properties would not be impacted. 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: Damon Hagan, Assistant Town Attorney John G.Stein,Chairperson Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 � r y 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 Wed., March 9, 2022 the following recommendation was made: Moved by John Stein, seconded by John Chandler, it was RESOLVED to SUPPORT the application of JOHN & LYNN SCOTT to partially reconstruct, alter and renovate existing 1 & 2-story dwelling and appurtenances. Partially reconstruct, in-place approx. 848 sf. one-story portion of dwelling and 1,081 sf. two-story portion of dwelling; remove 56' portion of dwelling; construct 439 sf. waterside porch, with 5.5' X 6.6' steps; construct onto one-story portion of dwelling a 16 sf. one-story addition, 22 If. one-story addition, and 283 sf. deck addition with 7'X 7' hot tub and 3.2'X 4.1' steps; construct onto two-story portion of dwelling a 37 sf. covered porch entry and a 128 sf. 1 & 2 story addition in place of existing 2nd floor enclosure/overhang and roofed-over patio; relocate basement entrance and stone apron in place of concrete apron; install 336 sf. pervious gravel patio, 222 sf. pervious gravel patio, HVAC pad; place and grade approx. 50 cy. clean fill to raise grade up to 1' on waterside of dwelling; install 142 If. of masonry retaining wall (max. 3' high) along westerly portion line; remove existing trellis, timber retaining walls, and steps, install 30 If. of masonry retaining wall and place approx. 125 cy. clean fill to raise grade up to 2.5' on landward side of dwelling, remove driveway and install new pervious gravel driveway with 396 sf. parking areas; remove existing conventional septic system and install new I/A septic system; install stormwater drainage system; abandon drinking water well, remove overhead electric service and closed loop geothermal field; remove and replace (in-place) 4'X 6' wood landing and 4'X 6' wood steps to beach; and maintain area seaward of dwelling as non-turf buffer. Located: 495 North Parish Dr., Southold. SCTM#71-1-5 Inspected by: John Stein The CAC Supports the application with retractable steps at the base of the retaining wall. Voteofof Council: Ayes: All Motion Carried 1 E BOARD MEMBERS Southold Town Hal l Leslie Kanes Weisman,Chairperson �►� SQ[/T p 53095 Main Road • P.O. Box 1179 �� lQ Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dan tes Town Annex/First Floor Robert Lehnert,Jr. ' moo;- 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southold NY 11971 s RE t LVED http//southoldtownny ZONING BOARD OF APPEALS FEM Al 2022 T ° =TOWN OF'S.OUTHOLD Tel.(631)765 8ft-Fax(631)765.9064 .00thicif Tovun �Ier e,Y" FINDINGS;DEI1I13 RATIW S•AISI'D DETERM -NATIOI�I`- I [EETNG OFTEIU1 17, 2022 1 "ZBA FILE: 0.7594 NAME OF APPLIC NI T' Jlohn and, I,yn"Si �P�,QPERTY LOCATION ,495 Paiish'Tafave(Adj.to'Pecontc B'ay)Southold,NY' SCTNI#1000-71-1 5.,` SEOILA DETERMIN, T16N. The Zoning Board of Appeals has„visited the property under consideration-in'this application and determines that this review falls,uhder the Type II category of the State's List of Actions;without _-.- r_.._fixrtlier-steps-under SEQRA: _, >.< _° SUFIbLIC CC7LTN1'Y AT3IyIINISTRATIVE CC3bE This appltcatton.was "referred as required under the Suffolk County,Administratiue Code Sections Agl4 1�1 to`A I�#25, andthe Suffolk Gvun t}e artmentpf,Platzn`in issved its reply dated October 19%1 stttng thilt th�sapplicatto is;eonsidexed a niattefol �eal<deteriunatio%as there <appeais tc be;no stgnifit ant,county=:wtde'ointer=cornmuriaCy i ipacC .s= LWRP` kgERMINATION Thts application wa xeferred for�revtevv under Chapter 26$, Waterfront Consstency °, revte v�of the:Z,owt7 of Southold TQwn Code and the BoGa1 Wat`0&x fit Revitalization Program '(LWRP) Paltc `.Standards T}c LWRP`Coor,,!n4,o .tsgtied arecciiiiinerttl ttgn dot°d Jar nary 3;1,2022. Based upon the information ` provided on the LWRP Consistency�ssessmentFonri su�nitttosl to this departincnt,as welt'as tl�e records.available; it ts-.recommended .tliat the:proposed action is INCONSISTENT wzt LWRP policy.staniciards:and tl?eeforo i ` l[I�tGQNSISTENT with tlie.LWt2P. Th is recomm:endatiait�s based upon 1.• The applicant proposes increasing the grade by I foot.using,'50 CY of fill seaward of the residence. How will the grade change affect adjacent properties? 2. The applicant proposed to raise the grade'level landward of the residence by 2.5 feet with 125 CY of fill. This is a large amount. How will°the grade change affect adjacent properties? 3. The action is not supported by Policy 4. The wood deck extension structure is proposed to be located within a FEMA Flood Zone X. Structure in flood`zones should be minimized to avoid future loss and damage. However, since the application will reduce existing non-conformities and must obtain approval from the Board of Town Trustees,the Board of Appeals now finds the proposed action to be CONSISTENT with the LWRP 80PERTY I'A.CTSMESCRIPTION: The subject property is a nonconforming 28,792 square foot waterfi•ont parcel located in the R-40 Zoning District. The northerly property line measures 100.00 feet and is adjacent to North Parish Drive,the westerly property line measures 312.83,the southerly property line measures 107.36 and is adjacent to Peconic Bay, and the easterly property line measures 237.77 feet. The parcel is currently a frame two-story dwelling with an attached enclosed porch leading to a brick patio. There is a detached two-story two car garage located landward of the dwelling as shown on the survey map prepared by Kenneth M. Woychuk,LS and last revised April 1, 2021. Page 2,February 17,2022 #7594,Scott SCTM No. I000-71-1-5 i BASIS OF ,APPIJCATIQN" Request. `for Variance -fioj, Article, XXIJ;I, Section 2 0-124, And khe Building.. In liugust;25, 2,01 Notice of bisapproval ba'ed Oji an appii"cation:far a lerinit fo dernolzsli (as per':T6,.., ' F Code,:definttioit) and reconstruct: a single family dwe`Ihng, at I)' located tlidii the code rtYnttnum regiiied CIT, side yard setback cif 3S feet; located at 495 >I'arish Drive Ad to: I?ecotiic Bay}. Southold NY:. SCT11+1#loco=7! ! s: �..(' ,. RELI)a}:REQU1✓STED The applteaiit requests a°variancc.;to demolish(as per Town Code definition and reconstruct i a single fainily dwelling which requires a combined:sine:yard setback of 35 feet. The ebnstructton.will hate s ,c 61 "side yard .setback of 3,4;3 feet Srte l?lan drawings were prepared by Mtryl Kramer, Architect and_last revised November 17,2021 showing ptoposed,newy.�valls"=aiad walls'that will:remain during construction, b AUb1T 1ONA1.INFORM' '%*T.1ON In 2005,Casd:.No.5071,w s:granted relief to coi strnct a,dwellrng addition with, i a nonconforming inrntmum gide yard setback of29 fee# The original surveys associated with`this.a `Iicaiit's re asst shows.tliat to 1;953 fihe dwellutg canstnictron waS approved wi#hoiit variance relief Soufiholti:Ton Board of.Tnistees. i approvali will tie necessary and the applicant wtll.also remove the;old septic sy".stem in order to;nstail anew Itiiava#ivc Advanced (UA) Sanieary System to be approved by the Suffolk County Department cat Healtit Aineinb'er of tire° ;public asked tl at.the subJettp>operty 0"r matcttain ie, xistir g frees for screenrtig„ 'FINDINGS,OR ACTT REASONS,FOR.BOAR:D"AGTIQN The Zoning Board of Appeals held pti6lic1hearin'g ori this application cin February 3,2022 at whiclx'titne written:p m - and oral evidence were presented B sed upon all'testimany,docui7rientAtian,personal<inspeet►on of the prrpexty tend surroundiril;neigf bprho©d and oilier evidence;the.Zolaiiag,Board:iliii S the=following facts to;be trite aria`" :relevant and makes tIi"e fallow#ng findings l; Town.Laiv; 257b" b s 4 1 Giant afthe variance will not produce aii:uixdesirable cha)il;e in t ie character of ttie neigtibarhood or a de#rimeitt to nearby properties The proposed renov...f*ipp,s would'actually test7lt'tn iii ixicrease . iii the existingtptal side yard setback_f%rr4 33 to 34,3 fee#,ti 1 square,]b6tcorner of tlzeyexistiii to rernaiii would maintain its I'9 fiat setbacklrom the easterly s de lot line,where t)7=foat setb dwelling fo>it?dattoh pack watild.- rt Ie to achieve the required total!side yard'setback of 3S:`feet Tlie pra3ectwill-create no new noneorifarrnites,and°`in feint.` reduce fire degree of existtn :totalg.5ide yard setback noiicorifoimance The applioait is seeking structural and arcliiteotiiral design ii fovements that will,modccniae and increase the efficiencies of stiucthe dvvelhng aril resolve turalF defciencies and leak pioiie area§of,the roof`ancl allaw'for the installation of the seoan 'floar:vindows that wiU::open up vyater views that are currently precluded by the:_existrig roof''ciesign, The least disiitptivevay'to° achieve:these changes is to reziiove fire existing wofand partially reconstruct thc:first,arid second floors:leaviug soinc walls and the existing deck and fouiilation in place and intact; S,rice the":nearest eoriier.of the= xisting:foutiat niorrs. positioned 1:9-:feet from.the easterly ,property line, it would not,be possible to achieve,the required #ofal side yard setback code required 3'S feet;vitholat a complete i3emolition Several gf the ex isting:ne.ighborhood;graperties are undersized devvelopeii ,properties with nonconforming total side yard settticks, Ten of the ,developed `k�ayfrore properties have the same 1;00 faot,width as the,subject.parcel• 2; To�v.ri;Laiw 267-b. ti 2 The:benefit sought by the applicant cannot be achieved by some metiiod,,feasible for the applicant to pursgc,other than'an area variance because of the location of the existing founiiation.'I'hc design .. sul?niitted"seeks to.achieve.a decreas_e iri the existingtotal side yard.setbacknonconfoririity and mininiize'the variance re.liefnecessary 3. Town lCaiv 12267-b(3)(b)Q Tile variance granted herein is not mathematically substantial, representiri 2fa relieffrotn the code. 1 o vever;the 2%relief is needed to maintain al square foot corner ofthe dwelling within the. required 35-foot total side yard setback. The proposed setback represents a 1.3 font or nearly 4%increase to the Page 3, February 17,2022 47594, Scott SCTM No. 1000-71-1-5 t I existiig'nonconforming total side yard setback of 33 feet,which was legally established when the dwelling was built in 194J Town 1✓`ary Zt 7 hf3)(blfdl ,No evidence,has been subtnttfed to s�g�est that i variance in this;restdenfial: cotntz%unt yc+tll have an adverse;impact on tile;physzoa! or bhtVironmental`econdtfions ia,:ehe neighborhood I lac e�J.sting,Wetlands setback of62 feetto the dwelling 111 b maintained and no additions will a zcroaeh on thatsetbaek.. ' The applloan Fnzust,comply witlz,Cliaptsr 236 of the Town'stokrn Water Management Godo, 1 S Town Latin X267 hl31lblf5� The difficulty .has tzeen:.self created, The appltcart purchased the:parcet after the I Zoning Gode was xri effect and tt; is pre"sutzzed 'that the Applicant had actual or construettve knowledge:of the , Itmttations on,tlze.ttSe of tha::'parcei':under elle Zontizg Code�n efl"ect.pror to or at the time ofJiurelzase 6 Town as 267'b Grant of tiz'e requested relict ts'the,tnitzYzzzum action neoessaiy arid`adeclut e_to enable the appltcaptto en3oy the`benefit of reeonstruetton ofthe present dwellnzg whtIi;prescrvigancl`proteefing_the character oft ie neigh,t oil ood atzd the-healtJi, safetyd welfate.of;tlre cointnuni Esor CJTION Ol?'TIIE BOARD; In considering all of the above factors-and applying the balaneing'test under New York,Town Law.267-B,motion was offered by Member Acampora,seconded by Member Dantes, and duly carried, to. , GRANT the variance as applied for, and shown on the Site Plan prepared by Michael Martinis, LPE, last revised _..., September 19, 2021"and,Arehitectural:Plans (Sheets A-100 to A-103 and.A-200 and A.-*),-prepared by Meryl. Kramer,Architect, last revised November 17,2021 STJBJECT TO_.XHE FOLL()W1NG CONDZT'IONS . , , a, 1 , :The appltcaPtshall 6btatn a.°Wetland I'ertzz t frozzz the Southold down 13rsard of Tntstees 2 . The apphcant,Shall zr`stalI;an Tnnovatzve Advanced(IIA) Satztetuy System approved by;the Suffolk County Department ofyHealth. 3 Prior tt%rcceiv ng a bitildiiig:peririit,the'own 9. er(s)_of the subject`prop rty ctted'heretn"njust stgrt a sfatement.' s . acknow:ledgtng a That the appltcant(s)have-read this determination andjundersEand herthe,ltmtts.of the vartancc relief granted ` ein;. b Tlzat the aplecatit(s) utcierstantl that the Building Department has determined that.the proposed-pro3ect: rs a demolition as defned by Section of'the Town Code as "any removal of ti structure or poritgn." thereof,,where the total cost of the recoistruchoq of the structure or portion:thereof ex "d 50°l� of the. g market value of die exts#m `sit ucti re,before the start of r.. vol,"and agrees-ta.ttntnedzately.contact the Building C�epai lment if, construction,either atitctpatecl:or undertaken;exceeds the scope of tlzeapprbvals grantecl }lerein as shown in the architectural plans, site plan,and/or ani survey cited;above; or the issued :building,perrnit; �q.Thavthe:applicaizt`s are aware that.the Zoning Board of Appeals retains jurisdiction until the.issuance of the Certificate of OecupAhey and has the right,alter a public hearing,to modify,suspend or revoke such; approvals or any term or condition thereof'or to impose thereon,one:or more new conditions,ptarstiant Co Article XXV, Section 280141 of the Town Code,, 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. Page 4,February 17,2022 #7594, Scott SCTM No. 1000-71-1-5 n The Board reserves the r,igltt.to szbrttute a similar design that is de, minimis in naturefor an alteration that does not increase.theclegr et ofrxoticonfarttrty. Any:tlevratibtt fr Dirt the survey,site plan t�rtd�I cIt chttecturul dret�trt�s ctJed tT this:i�ecrsian�ri�l result, t delays andel apasstble denial by.the 13icildrrtg leparlmenl oda btdldlnperrntt, anel m 'rearite a rtetiv ap?ltlicatiotz aid zt6lc,harirt he Die the Zgrtart 13r�ard rtrr}j devtatrorr fi orn'the vat*ance s {J.granted here tt as Shawn air the arclrxtect tr al drwings,site Matt rrxrdfox sur iev cited crbrrve Bitch as all, alioris, xtextstons,at derrtolttto ts,are rat rrutltax t echzandei thus a Itcatta"rx}vl:eu nvoly tt nortcortfortttitzes under the onxttgCodaa IM action doe rtctt txuthortze or cortdotie aiiy cut�ertt or ure rs ;setlia k: of othex fecrux e of the sttb jest proper ty tic�t tttay vtolt�the'2Attrng Glide, crtler tlta such`uses, setircks.orrd outer: fecrtur es as"Ore expressly-a clresse ttt ili actran;x I IPURTANT TIME"l;Il!%TIT .ON TA1 APP*R VAL j Pursuant to Cliap'#er 2A1 -146(B) of the Code of Erie ToWk of S:outhiid any:va;I-ja; ce granted liy thy. - --Board of Appeals:shall Become null and read°Flier's a Cot;<#icate:o .ccul;ancy has;net lieei>I proc>aYedndlor a su'.w!,sior�;,ma�a has an I been fled with the of oilC pity`' Jerk With' three (3)Years fron;t theltlate sueh vgrian ryas g°anted Thi I3oa;ral of Appeh1 Iuayj upon`�vritteia reclitest prier to rile date ol"e�cprratron,grant a1nxtens><tn nbt`to exceed Three(3j.consecutive one p (1)Year teras IT TII PR � II� 'Y O'V�15+11?�I `'SI2ESP4? SIBTY T't,L1�S.U121J ,C'OMNN I+.'dVIT, T-HR, ODA-"*f TIl I+'1 I1 l)CS�C] lC$EI9 T T E+11tii. Vote aa'the$pard Ayes:.Nlcnbers Weisman"(Chairperson)Des,Acarnpora, and,Planamento. This Resciliit2on.ws.dtlY adopted ( 0} (1V1emf�erl✓ehnert ahseit) ; - ..... ..... e Kanes Wei;sman,`Chairperson Approved for filing AZ-2022 -------- ------- ------------ II .I•x,..�a��__' 1., IEW SEI ST—TURAL w,x,..�.w° -,c�--- ------------------- -------- Z: -GAS-- . 6 Z� L_-__ ;uRj-t Scott Residence 495 N.Parish D, Southold NY 11971 SCTM#(1000.71-1-5) II SCALI &I..dationj, ll�n II T{ w000iill i T— Nurawoe 11 sT[vs e. O C)� ........... 'z:T.I,= mz - ---- ------ ----------- I El . ...... .. 7---- ---- 'F L--T-L--2 --- ------------ --------r• -- -------- ------ 77-1 A-13 --- 71, Scott Residence 495 N.Parish D, Southold NY 11971 SCTM#(1000.71-1-5) II ail Ili (D it ill l Hi O 1l F, air 1 t - cSOUGHT _ x° .a wvxA f __.. Y �. .F. A3o, a -- D - - - - - -— �-.., o .ea I 1 n i' BABIYo ❑ J ER- r i o I ... -i4 .... ... .... .. ........ n�a :jc__ Scott Residence woor7�"saoan i - 095N.Parish Dr. _ SaulholaNV 11871 SCTM#(1000-71-15) 4 L�J @YN—OPM O r IIIfIA eecontl Fbor Vlan f 9LNKBAIIIx'a; I --- I &im. Floor Plan ?� i scala:va•=r-0• I ii OO ! li A-102 fir' A. .eM.l — 0.Pa G —---- — ------ --- L n.� t , ..t.A f ! f � , - / \ .. / ll :IalR Y` +�r�+ f s rl(S, �1 rf t r 11 +. • � !r , J 771 tj ! Y �J: io.6.nm,r k ------------- =^,•!i . .rw.r.,...,.'Wr..w.. f I + t I 1 _,:. 3.. i'`,T r. aJ a «.m.iF ;.t f�f, 7 ,�..,•' :' __—— _..___.___.— ___ ......_ Q n,,,+o am C\ BO.Nor Jo:b 'v' 1wm.io K ..iwWamn� ,� •Q-� iRre,> h � ---- --- --...__ r r801ding Ell Vo -Saulh ----—————————---————————— � TA.BE,e rsvnvcaww ca\ _ :., me r , v C ... wwo ,mcc(rtx v HnuarnVvncuW, n.our v 0., r t t t.t u1 f Xo.n/a.� Residence 495 N.ParlehDr. Saulhatd NV 11971 NONSGTM#(1000.71.1.5) LL 1 Yi 7 � yI~ cco•.<wc.c.aw�r 4 ..Tl}__ f >~- I �iauiowv YCf.7 Jh �'43'' a 1 .r. - � � �o :vrowu,.,wr,m.ur.. R BOW6B u r ..6 0.. T.D.Gbly (D jl ll Elevation-East \ �,:,,<•.;•.o•— A-200 L. �.. Y a l :. 4 C1 /ra.sm W,-k NO 4 ------------ (/�� Eleva,Ion-North ,i 1 19 •O• ergo:v,...,w ——————— -- — ro.Na:� ,.cs:sraes A t y1 �r r _.......... _ ccrr,x..er.a.cu, L . .................................. - ----- ----ifs .. .. ..... ...... .. - ° . t tTt __.... ----... r cScott L.L Residence ! g�•.J :_--_ — 495 N.Parish Or. Southold NY 11971 : Ft- SC T 9071 r t ru..x.nuuxr.exs�r. ♦�cowb,r:wwut rvv-ea,ev rsn �,w���rvn-eo,w rm. b � ` b � .__.................__—......_.....--.-----------------------------------_----------- IA.ct,n ;1_Elavatinn-West o. .e:M.un.vrvn,xn 1 Glenn Goldsmith,President *Qf soy Town Hall Annex Michael J.Domino,Vice-President �C' ���r, 54375 Route 25 P.O.Bog 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski C Telephone(631)765-1892 Greg Williams ® � Fax(631)765-6641 ��COUNTI,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application D E C E 9 M E Wetland Permit Application Administrative Permit Amendment/Transfer/Extension FEB •� ' Received Application: Z 1•ZZ �eceived Fee: $ ?� &0 2,�,zY SoufholdT Wn Completed Application: Board of Trustees Incomplete: SEQRA Classification: TypeI Type ll Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: jeoordination:(date sent): �WRP Consistency Assessment Form Sent: 3 aa' AC Referral Sent: Date of Inspection: •ZY Receipt of CAC Report: --,/Technical Review: ublic Hearing Held: Resolution: Name of Applicant John and Lynn Scott 9 Deer Creek Lane Address Mt.Kisco,NY 10549 Phone Number: EL41 582-1373 Suffolk County Tax Map Number: 1000 - 71 - 1 -5 Property Location: 495 North Parish Drive (property is located on north side of North Parish Drive,422'east of N Bayview Road) (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 L SCN .a Board of Trustees Ap, Catiori GENERAL DATA Land Area(in square feet): 29,330 sf Area Zoning: R-40 Previous use of property: Residential,single-family dwelling with attached garage Intended use of property: Same,with dwelling additions and alterations 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 Trustees#4192 6-25-92(amended 2-24-94) 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): See attached project description. JOHN &LYNN SCOTT 495 NORTH PARISH DRIVE SOUTHOLD,NY SCTM#1000-71-1-5 Partially reconstruct, alter, and renovate existing 1 &2-story dwelling and appurtenances, as follows: partially reconstruct,in-place(i.e.,provide new roof and partially reconstruct existing walls over existing deck/foundation,to remain), approximately 848 sf, 1-story portion of dwelling and 1,081 sf 2-story portion of dwelling; remove 56 sf portion of dwelling; construct 439 sf waterside porch(within existing footprint of 514 sf porch),with 5.5'x 6.6' steps; construct onto 1-story portion of dwelling a 16 sf 1-story addition,22 sf 1-story addition, and 283 sf deck addition with Tx 7'hot tub and 3.2'x 4.1'steps; construct onto 2-story portion of dwelling a 37 sf covered porch entry and a 128 sf 1 &2-story addition in place of existing 2nd floor enclosure/overhang and roofed-over patio; relocate basement entrance and construct 30 sf stoop and 5.4'x 8.4'steps;remove garage overhang,renovate garage, and install 104 sf stone apron in place of concrete apron; install 336 sf pervious gravel patio, 222 sf pervious gravel patio, 86 sf masonry patio,4'x 8'outdoor shower over stone pavers,various stepping stones, and concrete HVAC pad;place and grade approx. 50 cy clean fill to raise grade up to 1 foot,on waterside of dwelling; install 1421f of masonry retaining wall(max. 3'high), along westerly property line; remove existing trellis,timber retaining walls, and steps,install 301f of masonry retaining wall(max. 1.5'high), and place approx. 125 cy clean fill to raise grade up to 2.5 feet, on landward side of dwelling; remove driveway, and install new pervious gravel driveway with 396 sf parking areas; remove existing conventional septic system, and install new UA sanitary system; install stormwater drainage system; abandon drinking water well,remove overhead electric service,replace buried LP tank and generator, and install public water service,buried electric service,and closed loop geothermal field; remove and replace(in-place)4'x 6' wood landing and 4'x 6'wood steps to beach; and maintain area seaward of dwelling as non-turf buffer, all as depicted on the site plan prepared by Barrett Bonacci&Van Weele,PC, last dated December 29, 2021. Board of Trustees Appli(' Tori WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To implement structural and architectural design improvements that will a)modernize and increase the efficiencies of the dwelling;b)resolve structural deficiencies and leak-prone areas of the roof; and c)allow for the installation of second floor windows that will open up water views that are currently precluded by the existing dwelling and roof design. Area of wetlands on lot: 0 square feet Percent coverage of lot: 0 °zo Closest distance between nearest existing structure and upland edge of wetlands: +/-49 feet (brick patio to be removed) Closest distance between nearest proposed structure and upland edge of wetlands: +/-62 feet (reconstructed screened porch) Does the project involve excavation or filling? N o X Yes (as required for installation of dwelling addition foundation If yes, how much material will be excavated? (TBD) cubic yards walls,sanitary system,drainage system,&U/G utilities) How much material will be filled? +/- 175 cubic yards Depth of which material will be rem-owed-or-deposited: +/-2.5 feet (landward side of dwelling,see site plan) Proposed slope throughout the area of operations: (see site plan) Manner in which material will be removed or deposited: Standard construction practices(see site plan prepared by Barrett Bonacci&Van Weele,PC,last dated December 29, 2021). 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. WETLANDS APPLICATION ADDENDUM STATEMENT OF EFFECT FOR JOHN&LYNN SCOTT 495 NORTH PARISH DRIVE SOUTHOLD,NY SCTM#1000-71-1-5 The project seeks to implement structural and architectural design improvements that will a) modernize and increase the efficiencies of the existing dwelling; b) resolve structural deficiencies and leak-prone areas of the roof, and c) allow for the installation of second floor windows that will open up water views that are currently precluded by the existing dwelling and roof design. As a result of its design and additionally incorporated environmental mitigation measures described below, the project will further the goals of Chapter 275 and LWRP Policies 5 and 6 by protecting and improving water quality and the quality and function of the adjacent shoreline and tidal wetland ecosystem of Southold Bay. a. As a result of the removal of the existing brick patio on the waterside of the dwelling, the minimum wetlands setback from the surface waters of Southold Bay to impervious surfaces on the property will increase from 49 to 62 feet (existing/proposed waterside porch); and 670 sf of impervious surface area would be removed from the Town's wetland jurisdictional area. b. The existing minimum wetlands setback of 62 feet to the dwelling structure(waterside porch) would be maintained, as no footprint additions or reconstructed portions of the existing dwelling would encroach on that setback. c. As a result of the replacement of the existing 514 sf waterside porch with a smaller, 439 sf porch, the portion of the existing dwelling structure located closest to wetlands would be decreased in area by 75 square feet. d. The existing conventional septic system will be removed and replaced with a low- nitrogen, I/A sanitary system consisting of an OWTS and leaching galleys located at least 162 feet and 169 feet, respectively, from the surface waters of Southold Bay. Unlike conventional systems, which 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. e. A proposed stormwater drainage system is designed to capture and recharge potential runoff from the renovated dwelling and all other developed surfaces on the property, including the proposed outdoor shower and gravel driveway/parking areas. f. The entire area of the property situated between the existing dwelling and stone revetment structure adjacent to the beach will remain as a non-turf buffer area. g. A project limiting fence will be installed to contain site disturbance and potential surface runoff during construction. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completin 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: Scott Residence Project Location(describe,and attach a location map): 495 North Parish Drive,Southold,SCTM#1000-71-1-5; located on north side of North Parish Drive,422'east of N Bayview Road,map provided. Brief Description of Proposed Action: See attached project description. Name of Applicant or Sponsor: Telephone: 914-582-1373 John&Lynn Scott E-Mail:jscott@caremount.com Address: 9 Deer Creek Lane City/PO: State: Zip Code: Mt.Kisco NY 10549 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 may be affected in the municipality and proceed to Part 2. If no, continue to question 2. X 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: NYS DEC, SCDEH X 3.a.Total acreage of the site of the proposed action? 29,330 sf b.Total acreage to be physically disturbed? <26,000 sf c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 29,330 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 JOHN &LYNN SCOTT 495 NORTH PARISH DRIVE SOUTHOLD,NY SCTM#1000-71-1-5 Partially reconstruct, alter, and renovate existing 1 &2-story dwelling and appurtenances, as follows: partially reconstruct, in-place(i.e.,provide new roof and partially reconstruct existing walls over existing deck/foundation,to remain), approximately 848 sf, 1-story portion of dwelling and 1,081 sf 2-story portion of dwelling; remove 56 sf portion of dwelling; construct 439 sf waterside porch(within existing footprint of 514 sf porch),with 5.5'x 6.6'steps; construct onto 1-story portion of dwelling a 16 sf 1-story addition, 22 sf 1-story addition, and 283 sf deck addition with Tx T hot tub and 3.2'x 4.1'steps; construct onto 2-story portion of dwelling a 37 sf covered porch entry and a 128 sf 1 &2-story addition in place of existing 2nd floor enclosure/overhang and roofed-over patio; relocate basement entrance and construct 30 sf stoop and 5.4'x 8.4'steps; remove garage overhang,renovate garage, and install 104 sf stone apron in place of concrete apron; install 336 sf pervious gravel patio, 222 sf pervious gravel patio, 86 sf masonry patio,4'x 8'outdoor shower over stone pavers,various stepping stones, and concrete HVAC pad;place and grade approx. 50 cy clean fill to raise grade up to 1 foot, on waterside of dwelling; install 1421f of masonry retaining wall(max. 3'high), along westerly property line;remove existing trellis,timber retaining walls, and steps, install 301f of masonry retaining wall (max. 1.5'high), and place approx. 125 cy clean fill to raise grade up to 2.5 feet, on landward side of dwelling; remove driveway, and install new pervious gravel driveway with 396 sf parking areas; remove existing conventional septic system, and install new UA sanitary system; install stormwater drainage system; abandon drinking water well,remove overhead electric service,replace buried LP tank and generator, and install public water service,buried electric service, and closed loop geothermal field; remove and replace(in-place)4'x 6' wood landing and 4'x 6'wood steps to beach; and maintain area seaward of dwelling as non-turf buffer, all as depicted on the site plan prepared by Barrett Bonacci&Van Weele,PC, last dated December 29, 2021. 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: Name:Peconic Bay&Environs,Reason:Protect public health,water,vegetation& scenic beauty,Agency: County of Suffolk,Date: 7-12-88 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: A new connection to the public water X supply is proposed. 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? b. Is the proposed action located in an archeological sensitive area? X 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? YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 18. Does the proposed action include construction or other activities that result in the 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 YES completed)for hazardous waste? If Yes, describe: X I AFFIRM THAT THE INFORMAT N PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY THAT T KNOWLEDGE spo so in 0 11, st I P'11 Applicant/sponsor name: Robe I ann,Coastal Mg t. Specialist Date: January 27,2022 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 acdonT' 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 reasonablv available ene 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? VI/ 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 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. El 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 Ac;en"c Date Pant or: r e mot Iesple 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 BDRGUNDY CHARD,NA a° DgCR \ • I OC9 (', ��'PG° a ,' t m pr DR yy q° \ V GsI• .` s No E GSc Park RD `\9O��`�pQ� rARP Q� Q 59 tS y LOG nR OLD T a 4 o. f s .i o F Bt(dds ` ° Pond 7 NNEC0T7 OQ�0 MOCKINGBIRD O p Camp Quinlpet 't LAv� °qr WG10 PDO°�4'l (Methodist) nom., 7 yO o °F eld F l 4 N Y 9 r o Po � � Vine � Jetning s Pt DCKY POINT r X171 °pMos�Py 6r, oQv�C °�aQoe ao neo9 n Southold wry © y o�9°°° r, Pond 9s St, v� °° 9° SN 3 yD �° S 7t7�7t70� g� r�s x His S,o °o BI EDDN D r ��2 °`� v yF neo toy�, � yO� � �.,-. •, : 'j �f �y Nn SSF, 00 `P S• Park �+ 7�ry�HOLr D 7-� - °°� n ° 5 SOU A... 3 � er.'t..PpFE �� CALIgG o ffi y 41, Q �i qo~ FoundersS,uth u ` HS g � a �, '3• �v� o SQA, �-F a '' °� J o IA �s 1, Harper Pr 5uffdk Counts{Hag5tr-om Map #44 CYGeti �y I' -+2,000' BAY ... * t Yc�y JOCKEY CREEK DR )DC ,N y 3 7 O p � 0 EG � N SItC(ALc655 Via INE 7EC \Sj00 7 00 r -� � N �Go � , s� � GD Subject Property) �F a 7 I s So cusrER 9 a� m / YC r Dld`o Custer t�CLEARWEW 2 ti � £ FEES HARBOR(IG GO AV W. 3 SLEEPY yo o GFACRWO �, NO ANC SCHODOR OQ DR w Paradise P° GLENN S NRU rL O HOq c SN RF Pint 3 @�pP 3 m C� a¢C: LA oo B 0 o W ASIN R Q°O ��FJi 0 GY��ti m wLyo c� 0 P, IAKE Ofl � Qp � a ROBINOQ� LA oQ qq c ¢GREAT HOG y SQUARE N me P(e q�RY ° RIGGER lA o NECK 5 r � 0 36; f 2 x su Mn# o m!a y BAYVIEW 5 0 bf my fE7PAR �90 RD .me son y o� a APE HE irk m v Corey y G Deck o 3 o 9L C Bea h j k -7= h7/DW x4 reC DAR¢ ° Woo, Count Par ' BE coq 0 �N°�y oz AR$ a N f Cedar Beach Point HOG NECK aSr " a a W W E `� w`.' S 3 x BAY �NSE7 W. �✓� a�-r ''et xs rL3m x 1i� 722530 1. 7�� �x'ri1V73c� .�iq�Y' 723445' Y s �.• .IV3�7E;i" S 7?,'2400 � d '?,�3 - r 32°2315 : r a rJ 'V" ^lr �V: <}Jol[1S Map 521 U1�b MTown of Southold.Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T. #: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 1000 71 1 5 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN D'Is—fr-RET 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 29(S.F/Acres))330 sf Generated by a Two(2")Inch Rainfall on Site? X ❑ the Scope of work for Proposed Construction) (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 <26,000 sf Site improvements and the permanent creation of construction activity? (S.F./Acres) impervious surfaces.) - 2 Does the Site Plan and/or 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 Slopes Controlling Surface Water Flow, See attached project description. 3 Does the Site Plan and/or Survey describe the erosionX ❑ and sediment control practices that will be used to control site erosion and storm water discharger.This Item must be maintained throughout the Entire Construction Period. 4 Will this Project Require any Land Filling,Grading or ❑ Excavation where fhere is a change to the Natural Existing Grade involving more than 200 Cubic Yards of Material within any Parcel? 5 Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand Ix (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 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 are 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? El X the DEC has determined that a SPDES permit is required for storm water discharges, Q (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 1:11.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 . X Area?(This item will NOT include the installation of Driveway Aprons.)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 that is knowledgeable in the principles and practices of Storm Water Management. Southold and Must be Submitted far Review Prior is of Any Building Permit. g P P P S (NOTE:A Check Mark(X)and/or Answer for each Question is Re aired 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 b t 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; ------------------------- -27----------daY f,---- January------------------ 12o_22--- Notary 2022Notary P - ---- - `- - -------- ---- - --------------- K N- H-'--STEPHEN S - - -------- --- -- - -_------------------------- ---- N O i A R Y P U B L I C tare of Applicant) FORM - 06/10 A COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 202_6 Board of Trustees Applic--.-Ion AUTHORIZATION (Where the applicant is not the owner) I/We, John Scott owners of the property identified as SCTM# 1000-...71-1-5 in the town of Southold New York, hereby authorizes,,, En-Consultants- 11 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. Propeq-1110wner s Signature Property"-Owner's Signature John Scott SWORN EFO ME THIS, DAY OF .20 Notary Pub c ROBERT J. GREENSTEIN tary Public, State of New York No. 02 115023131 Qu lified in Westchester County Co mission Expires Jan. 31, 20Da Board of Trustees Applic--on AUTHORIZATION (Where the applicant is not the owner) I/We, Lynn Scott owners of the property identified as SCTM# 1000- 71-1-5 in the town of Southold . ... ... New York,hereby authorizes En-Consultants-1- 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-O r's Signature Lynn Scott S swo 0 BEFO ME THIS, -.DAY 2 W 040 1:1 E F)OM, / Not ic BERT J. GREENSTEIN P0 Notary Public, State of ew York No'()2GR50231 I in westchester county Qualified mission Expires Jan. 31, 209� qornor� i ':Boardj,�f Trustees Applic� mon AFFIDAVIT E i John Scott BEIN,G DULY SWORN DEPOSES AND AFFIRMS THAT HE%SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS)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 AGREESTO 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 _. Sign t� e ofFProperty Owner �S gnature of Property Owner John Sc tt SWO O'BEFO ME THIS _-_- Z---..7---.-.DAY OF...__ -- - t Pub 'c OBER T J. GREEo STET York Nota Public, State New o. 02GR50231$1 Oualifie in Westchester County Commiss, n Expires Jan. 31, 20a� Board of Trustees Applic_ on .AFFIDAVIT Lynn Scott BEINGDULY 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 Lynn Scott SWORN` O BEFO NM THIS .,_.__.- -__DAY DAY OF.,,- , otary ublic ROBERT J. GREEI[STEIN Notary Public, State of �1ew York No, 02GR50231$1 Qualified in Westchester County Commission Expires Jan. 31, 209c APPLICANU/AGENUREPRESENTATI�E TRANSACTIONAL DISCLOSURE FORM 'fli®`Town'of Souihold's Code`of Eth c... i"its'conflicf's of infcrest on`ff a mut oft ywn officers aril emptoyee The uumose'of 41ttsform is t®nrovlde information whtcF�ean'alert the town of�iessstble`coiiflids of iriteresfiatid alloy tt to take whatr ver•action is necessary-to:avo�d same. - - YOUR NAME Scott,John ' (Last name,first name,ixtiddI-initial,unless'you are'applying iiithd 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 Coastal Erosion Change of Zone " Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) siblin wren' or child)have a relat onsht wttn any officer or'employeo� ' Do you personally(or through--;your company,spouse„ g,p t, p of the Town of Southold? "Relationship"includes by blood,ritarriage,or liusmess rfiterest.`Business inter st='z neans a 6ustness; including a,pmftne'rsh p m which the town of iceror ........empitoyee has eycn a.pnit►al`otvnershipof;(aremploymen[by)acotporabon•: in which thcaotvii officer,o'r employed:owns niort than 5%/0 oftlie shares. YES NO J 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)ilia owner."ofgreater=than 5°fo,of the shares of.t}ie corporate stock of the app icont (when the tippheant is a coiprahon) B)the•Iegal rirbeneficial owrier:of any Interest ina nop-corporate entity(when the • appltcant is not a cotporrtttton); - , G)aii`ofFcer dtrectort partner,ncemployee oftM-i*pplicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 2- day of — 20? S ignatuYe Print Name l . 7ohnScott Form TS 1 APPLICANT/AGENT/REPRESENTAATIVE TRANSACTIONAL DISCLOSURE FORM 'I'(ie'Tov+r ofouthold's Code of 8thics_prohrlts'confiicts of interest on tfie part of Town officers and emgtoyecs TEte auraose of f]iis form is t" Broviac tnforination which can aleft the'tiiwn o�asi ,'Cotiflrcts ofinterestatid allow rt to fake svhateveractton is Hees to:avoid softie. YOUR NAME ,• _ Scott Lynn (Last name,first name,jpiddle 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(4r through=your company,spouse,sibling,parent,or chrCd)have ii relatiorislup wtllt'ahy officer or emptoyec of the Townmof Southold? "Relationship"includes by blood,rrtarnege,or,btismess interest"Business'intetest"means a l usmes; including a.partnershp,in-which the town officeror employee hasieven.a,mW `ownership of(or emPloyment`bv)a corporation; in which the town'oft cer o'r employee:owns nore than,504o --t shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold;, Title or position of that person: _ Describe the relationship between yourself(the 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 S%ofthe shares of the`corporate stock of the applicant (when the dop, cant is a corporation}: 13)th`e legal 4r?�neridiii owner-'of any interest=it anon-corporate entity(wheel the appltcaniis;nat acorporation}, _ C)>aii officer;director,.:partner,:or ertiployee,oEaiWgpplicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submittedthisay of 20? Signature Print Name Lynn Scott Form TS l APPS,ICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the12art of town officers and employees.The ouroose 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. YOUR NAME: HPr-rmann Rpbprt F (Last name,first nam ie mm name, 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 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 a corporation); C)an officer;director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this 27 January 20 22 Signature Print Name Ro . Hermann Form TS'1 Glenn Goldsmith, President q SQ(/)y Town Hall Annex A. Nicholas Krupski,Vice President �� l0 54375 Route 25 P.O. Box 1179 Eric Sepenoski l J�[ Southold, New York 11971 Liz Gillooly G @ Telephone(631) 765-1892 Elizabeth Peeples. • �O Fax(631) 765-6641 .. COUNT` l BOARD OF TOWN TRUSTEES '+ TOWN OF SOUTHOLD PUBLIC HEARING FOR THIS PROPOSED PROJECT TO BE HELD ON WEDNESDAY, MARCH 16,2022 AT OR ABOUT 5:30P.M. IN THE TOWN HALL MAIN MEETING HALL PROJECT DESCRIPTION FOR: En-Consultants on behalf of JOHN & LYNN SCOTT LOCATED: 495 NORTH-PARISH DRIVE, SOUTHOLD;-.SCTM# 100.0-71.71-5 . For a Wetland Permit to partially reconstruct, alter, and.renovate existing 1 & 2 story. dwelling and appurtenances as follows (project meets Town -Code definition of demolition): partially reconstruct, in-place (i.e., provide new roof and partially reconstruct.existing walls over existing deck/foundation, to remain), approximately 848sq.ft. .one-story portion of dwelling and 1,081 sq.ft. two-story portion of dwelling; .remove 56sq'.ft. portion of dwelling; .construct 439sq'A waterside porch (within existing footprint of 514sq.ft. porch), with 551x6.6' steps; construct.onto one-story portion of dwelling a 16sq.ft. one-story addition, 22sq.ft..one-story addition, and 28.3sq.ft._deck addition with 7'x7' hot tub and 3.2'x4.1' steps; constructonto two=story portion of dwelling 8.37sq.ft. covered porch entry and a 12.8sq.ft. 1 & 2.st6ry addition in place of existing second floor,enclosure/overhang and roofed-over patio; relocated basement entrance.and construct 30sq.ft. 'stoop and 5:4'x8:4' steps; remove garage overhang, renovate garage.and install 104sq.ft. stone apron -in place of concrete-apron; install 33680ft. .pervious gravel patio, 222sq.ft. pervious patio, 86sq:ft. masonry patio; 4'x8' outdoor shower over stone pavers, various steppingstones; and concrete.HVAC pad; place and grade approximately 50 cubic'yards clean fill.to raise grade up.to one.(:1 ) foot,.on waterside of dwelling; install 142 linear feet.of masonry retaining wall`�(max.. 3' high), along westerly property Eine; remove existing trellis;.tirn retaining walls, and steps, install 30 linear feet of masonry retaining wall (max. 1.5' high), and place approximately •125 cubic yards.'Clear fill to raise grade up to•2.5', on`Iandward side of dwelling; remove driveway and install new pervious gravel driveway with 396sq.-ft:" parking areas; remove existing conventional septic system and install new I/A sanitary system, install stormwater drainage system, abandon:drinking water well; remove. overhead electric service, replace buried LP tank and generator; and install public water service, buried electrical service, and closed loop geothermal filed; remove and replace in place 4'x6' wood landing and 4'x6' wood steps to beach; and to establish and maintain area seaward of dwelling as a non-turf buffer area. I NUTILL Uim HtAKING 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. f OWNER(S) OF RECORD: JOHN & LYNN SCOTT SUBJECT OF PUBLIC HEARING : Please see attached Project Description Page posted with this Notice. TIME & DATE OF PUBLIC HEARING : Wednesday, March 16, rJ 2022 — at or about 5 :30P. M . If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of B a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 --"'� Glenn Goldsmith,President �$11FFQL�'�, Town Hall Annex A.Nicholas Krupski,Vice President y SSV O 54375 Route 25 Eric Sepenoski o •`r P.O.Box 1179 Liz GilloolyXv Southold,NY 11971 Elizabeth Peeples ��jn, �,a0�ti�' Telephone(631)765-1892 .� � Fax(631)765-6641 BOARD OFTOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of JOHN & LYNN SCOTT COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING d l '&V5 CO ld ' 1 k r; ' ,: '1 X11 . E4 NiT S a 010 44 I, Robert E. Herrmann , residing at/dba En-Consultants 1319 North Sea Road, Southampton, NY 11968 being duly sworn, depose and say: That on the 8th day of 1h'c , 2022 , I personally posted the property known as 495 N. Parish Drive, Southold; SCIM #1000-71-1-5 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 public hearing. Date of hearing noted thereon to be held Wednesday, March 16, 2022. Dated: T rch 16, 2022 (signature) Sworn to before me this day of` UC20 KIM H , STEPHENS NOTARY PUBLIC STATE OF NEW YORK N ary blic COMMISSION N0 . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2. 20_25 SENDER: THIS SECTION •COMPLETE THIS / I ■ Complete items 1,2,and 3. A. Signature ELIVERY ■ Print your name and address on the reverse so that we can return the card to you. X .Agent j ■ Attach this card to the back of the mailpiece, y rioted Ne a ❑AddresseeB. Rebewed b o o a or on the front if space permits. I C. Date of Delivery; � >�� ,_ •�, 1. Article Addressed to: �� e x/1017-6 . a) a °' l o f €E D. Is delivery address different from item 1? ❑Yes a°-a N __ G C> E Q Q O } Z W o n V V o 7 If YES,enter delivery address below: ❑ ❑ ( ❑ ❑ El „J ��� (�I � � C• y '=N N d ttl tC� U • O m madmmd....- N 4 �...... • 2 Maureen Benic • 277 Locust Lane I 3. Service Type ZJ I ❑Adult Signature El Priority Mail Expresso M G o �� ,:. a o Rosi ❑Registered Mail- c N`?= o Yll Heights, NY 11577 ❑A ult Signature Restricted Delivery ❑Re istered Mail Restricted o` B >>l � Certified Mail® -0 v N ¢... - - ❑Certified Mail Restricted Delivery Delivery v -- ry ❑Signature ConfirmationTM ¢ m °�• N M�a ❑Collect on Delivery ❑Signature Confirmation label) -- ❑Collect on Delivery Restricted Delivery Restricted Delivery _ — ¢ - 272.p::QQQ2 +`6 n_tnsuredMail �� I-� �l=o'—tea f �w � mm oo.� .o 9 i ,Mbil Restricted Delivery' • t 4 i i 1 n PS Form 38111 July 2020 PSN 7530-02-000-9053 ^ a¢0 g .•_, o Domestic Return Receipt • d d C'5❑❑ ❑❑e,:�ja: --0-7t I �r7. CO SENDER: COMPLETE THIS SECTION ON DELIVERY U - I a) o ■ Complete items 1,2,and 3. A•Sig e m ;'o`°. g ■ Print your name and address on the reverse X ►J'(/ ❑Agent B, P I ,n o j so that°we can return the card to you. t ❑Addressee o m ■ Attach this card to the back of the mailpiece, B. Deceived by(Printed Name) C. Date of Delivery 0 v o� ; p.I L � or on the front if space permits. l CO UI a)ca 0 E CO Q) _� tom; z 1. Article Addressed to: D: Is delivery address different from item 1? ❑Yes Ca Ca Q Cd 0a j If YES,enter delivery address below: ❑No c° c -c ° �:�' a 0 00 Cq o CL I E E m ra c v01ia v • o v o i p p w ::...• r l L W U � ::)'q_, r ■ CO Q. °,m cam ¢ � O o "d M John Anderson E ;=- CU o 9 Q a �` 410 N Parish Drive 3. Service Type ❑Priority Mail Expresso U ti vi ¢ o rd ti ❑Adult Signature ❑Registered MailTM ■ ■ ■ I C0 Southold, NY 11971 1 ❑ ult Signature Restricted Delivery ❑Registered Mail Restricted j Certified Mail® Delivery11 Certified Certified Mail Restricted Delivery ❑Signature ConfirmationTM — I ❑Collect on Delivery ❑Signature Confirmation n-fT. _. a.:__:,_�_i:� _ —: n.r no o�Delivery Restricted Delivery' Rest}icted Delivery 7081 272`0 :0002 6961 3143 . . . . . . ail Restricted Delivery ----I—(over-=u) �= PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt I Short Environmental Assessment Form Part 1 -Project Information Instructions for Comi letin� Part 1-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 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor Information Name of Action or Project: Repair of seawalls at runways at Elizabeth Field Airport Project Location(describe,and attach a location map): Airport Drive,Fishers Island.Location map enclosed Brief Description of Proposed Action: Please see attached Name of Applicant or Sponsor: Telephone: 631-788- Fishers Island Ferry District E-Mail: gcook@fiferry.com,gmurphy@fiferry.com Address: P.O.Box 607 City/PO: State: Zip Code: Fishers Island NY 06390-0607 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 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: ❑ Board of Town Trustees of the Town of Southold&New York State Department of Environmental Conservation 3.a.Total acreage of the site of the proposed action? 178 acres b.Total acreage to be physically disturbed? 0.01 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 178 acres 4. Check all land uses that occur on,adjoining and near the proposed action. Urban ®Rural(non-agriculture) [:]Industrial ❑Commercial ❑Residential(suburban) ❑Forest ❑Agriculture E3 Aquatic [,Other(specify): Airport ❑Parkland Page 1 of 3 a NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: John&Lynn Scott SCTM#1000-71-1-5 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: See attached project description. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 495 N.Parish Drive,Southold 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,March 16,2022 @ 5:30 pm;Town Hall Meeting Room,53095 Main Rd, You may contact the Trustees Office at 765-1892 or in writing.Southold, NY 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. John&Lynn Scott PROPERTY OWNERS NAME: 9 Deer Creek Lane MAILING ADDRESS: Mt.Kisco,NY 10549 PHONE #: 914-582-1373 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. •r JOHN&LYNN SCOTT 495 NORTH PARISH DRIVE SOUTHOLD,NY SCTM#1000-71-1-5 Partially reconstruct, alter, and renovate existing 1 &2-story dwelling and appurtenances, as follows: partially reconstruct, in-place(i.e.,provide new roof and partially reconstruct existing walls over existing deck/foundation,to remain), approximately 848 sf, 1-story portion of dwelling and 1,081 sf 2-story portion of dwelling; remove 56 sf portion of dwelling; construct 439 sf waterside porch(within existing footprint of 514 sf porch),with 5.5'x 6.6' steps; construct onto 1-story portion of dwelling a 16 sf 1-story addition, 22 sf 1-story addition, and 283 sf deck addition with Tx T hot tub and 3.2'x 4.1'steps; construct onto 2-story portion of dwelling a 37 sf covered porch entry and a 128 sf 1 &2-story addition in place of existing 2nd floor enclosure/overhang and roofed-over patio; relocate basement entrance and construct 30 sf stoop and 5.4'x 8.4'steps; remove garage overhang,renovate garage, and install 104 sf stone apron in place of concrete apron; install 336 sf pervious gravel patio, 222 sf pervious gravel patio, 86 sf masonry patio,4'x 8'outdoor shower over stone pavers,various stepping stones, and concrete HVAC pad; place and grade approx. 50 cy clean fill to raise grade up to 1 foot, on waterside of dwelling; install 1421f of masonry retaining wall(max. Thigh), along westerly property line; remove existing trellis,timber retaining walls, and steps, install 30 if of masonry retaining wall(max. 1.5'high), and place approx. 125 cy clean fill to raise grade up to 2.5 feet, on landward side of dwelling; remove driveway, and install new pervious gravel driveway with 396 sf parking areas; remove existing conventional septic system, and install new UA sanitary system; install stormwater drainage system; abandon drinking water well,remove overhead electric service,replace buried LP tank and generator, and install public water service,buried electric service, and closed loop geothermal field; remove and replace(in-place) 4'x 6' wood landing and 4'x 6'wood steps to beach; and maintain area seaward of dwelling as non-turf buffer, all as depicted on the site plan prepared by Barrett Bonacci&Van Weele,PC, last dated December 29, 2021. i 1 PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: 1000-71-1-4 277 Locust Lane Maureen Benic Roslyn Heights,NY 11577 1000-71-1-6 175 Aldershot Lane Nikos Theodosopoulos&Anna Loukissa Manhasset,NY 11030 1000-71-1-32 PO Box 1608 Patrick Perrella Southold,NY 11971 1000-71-1-33 410 N Parish Drive John Anderson Southold,NY 11971 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 8th day of Nhrch '2022 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office at Southampton , that said Notices were Mailed to each of said persons by (certified)(ragkftvoci mail. Robert E.Hemnann Coastal Managment Specialist Sworn to before me this 8th KIM L S TE P!HO S day of Nhrch ,20 22 NOTARY P UfBIL II(C STATE OF NEW Y(OiRIK COMMISSION NO . 5015931 if 4� OUALIFIEO IN SUFFOLK COUNTY otary c EXPIRES AUGUST 2 , 202 ' � S U.S. Postal Service" U.S. Postal Servicer' AI C CERTIFIEDIPTr0 I CERTIFIED •nly m Domestic Only _n Domestic Mailra m Qr Certified Mail Fee f?_�, ..[] Certified Mail ,•. W� [r I- p' Er $ ro nate �`` Extra Services&Fees(check hox,edd/ee as appropriate)? ` R U Extra Services&Fees(checkbox,add fee as app P' ) r� �� ` ❑Return Receipt(hardcopy) ru Return Receipt(hardcopy), $ Fw. °"'P rl� I� /�-•1 a qs l Ia ❑Return Receipt(electronic) $ wk I ❑Return Receipt(electronic) $ U ` ❑Certified Mail Restricted Delivery $ O ere C3 ❑Certified Mail Restricted Delivery $��... En hh p ❑Adult Signature Required $ �] bAdult Signature Required $, ati`r []Adult Signature Restricted Delivery$ - ❑Adult Signature Restricted Delivery$ L) Pru ostage Qp� Postage N $ ru l Total Posta I N Tota $ end '� sentro' Patrick Perrella Maureen Bemc I �._._ �ueE 277 Locust Lane I-----'----- PO Box 1608 Si�eef an i 11577 �;ry------- Southold,NY 11971 ;-- r% statei - tree Heights,NY J`--'----- Gity i Postal ■ MAIL' ■ ECEIPTMO�LC3 stic • 617 Domesticil Only rl ra m m . . t �, rq I Rel C `� '� a •� Certified Mail Fee Certified Mail Feed` t r�q $ ro date �e � Extra Services&Fees(checkbox,edd fee as appropdate) �wh.�7 t'v a y j- . Extra Services&Fees(check box,add fee as app p ) J O�- SLI ❑Return Receipt(hardcopy) $ \`�t�` 'N ru ❑(tatum Receipt(hardcopy) $ (f - Q. ❑Return Receipt(electronic) $ P Htrna I- ❑Return Receipt(electronic) $ P.gstmark, 0 ❑Certified Mall Restricted Delivery $--�T� 0 ❑certified Mail Restricted Delivery $ \`4� HB(e p - • 7�) p []Adult Signature Required' $ ' Q []Adult Signature Required $ 4,C��- ❑Adult Signature Restricted Delivery El Adult Signature Restricted Delivery$ y 7 9 6� ' C3Postage NPostage ----- ru N $ r �' I rU Total f u LSentTo ra Nikos Theodosopoulos Sent i John Anderson ru nj C3 ____ 410 N Parish DriveC3 Anna Loukissaril -r%- Southold,NY 11971175 Aldershot Lane �;y Musset,NY 11030 :rr r •• r•r•r. JOHN&LYNN SCOTT 495 NORTH PARISH DRIVE SOUTHOLD,NY SCTM#1000-71-1-5 Partially reconstruct,alter, and renovate existing 1 &2-story dwelling and appurtenances, as follows: partially reconstruct, in-place(i.e.,provide new roof and partially reconstruct existing walls over existing deck/foundation,to remain), approximately 848 sf, 1-story portion of dwelling and 1,081 sf 2-story portion of dwelling; remove 56 sf portion of dwelling; construct 439 sf waterside porch(within existing footprint of 514 sf porch),with 5.5'x 6.6'steps; construct onto 1-story portion of dwelling a 16 sf 1-story addition, 22 sf 1-story addition, and 283 sf deck addition with 7'x 7'hot tub and 3.2'x 4.1'steps; construct onto 2-story portion of dwelling a 37 sf covered porch entry and a 128 sf 1 &2-story addition in place of existing 2nd floor enclosure/overhang and roofed-over patio; relocate basement entrance and construct 30 sf stoop and 5.4'x 8.4'steps;remove garage overhang,renovate garage, and install 104 sf stone apron in place of concrete apron; install 336 sf pervious gravel patio, 222 sf pervious gravel patio, 86 sf masonry patio,4'x 8'outdoor shower over stone pavers,various stepping stones, and concrete HVAC pad;place and grade approx. 50 cy clean fill to raise grade up to 1 foot,on waterside of dwelling; install 1421f of masonry retaining wall(max. 3'high), along westerly property line; remove existing trellis,timber retaining walls, and steps,install 301f of masonry retaining wall(max. 1.5'high), and place approx. 125 cy clean fill to raise grade up to 2.5 feet, on landward side of dwelling; remove driveway, and install new pervious gravel driveway with 396 sf parking areas;remove existing conventional septic system, and install new UA sanitary system; install stormwater drainage system; abandon drinking water well,remove overhead electric service,replace buried LP tank and generator, and install public water service,buried electric service,and closed loop geothermal field; remove and replace(in-place) 4'x 6' wood landing and 4'x 6'wood steps to beach; and maintain area seaward of dwelling as non-turf buffer, all as depicted on the site plan prepared by Barrett Bonacci&Van Weele,PC, last dated December 29, 2021. Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1, All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as 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# 71 - 1 - s PROJECT NAME John&Lynn Scott 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: See attached project description. JOHN&LYNN SCOTT 495 NORTH PARISH DRIVE SOUTHOLD,NY SCTM#1000-71-1-5 Partially reconstruct, alter, and renovate existing 1 &2-story dwelling and appurtenances, as follows: partially reconstruct,in-place(i.e.,provide new roof and partially reconstruct existing walls over existing deck/foundation,to remain), approximately 848 sf, 1-story portion of dwelling and 1,081 sf 2-story portion of dwelling; remove 56 sf portion of dwelling; construct 439 sf waterside porch(within existing footprint of 514 sf porch),with 5.5'x 6.6'steps; construct onto 1-story portion of dwelling a 16 sf 1-story addition,22 sf 1-story addition, and 283 sf deck addition with 7'x 7'hot tub and 3.2'x 4.1'steps; construct onto 2-story portion of dwelling a 37 sf covered porch entry and a 128 sf 1 &2-story addition in place of existing 2nd floor enclosure/overhang and roofed-over patio;relocate basement entrance and construct 30 sf stoop and 5.4'x 8.4'steps;remove garage overhang, renovate garage, and install 104 sf stone apron in place of concrete apron; install 336 sf pervious gravel patio, 222 sf pervious gravel patio, 86 sf masonry patio,4'x 8'outdoor shower over stone pavers,various stepping stones, and concrete HVAC pad; place and grade approx. 50 cy clean fill to raise grade up to 1 foot, on waterside of dwelling; install 1421f of masonry retaining wall(max. 3'high), along westerly property line; remove existing trellis,timber retaining walls, and steps, install 301f of masonry retaining wall(max. 1.5'high), and place approx. 125 cy clean fill to raise grade up to 2.5 feet, on landward side of dwelling; remove driveway, and install new pervious gravel driveway with 396 sf parking areas;remove existing conventional septic system, and install new UA sanitary system; install stormwater drainage system; abandon drinking water well,remove overhead electric service,replace buried LP tank and generator, and install public water service,buried electric service,and closed loop geothermal field; remove and replace(in-place)4'x 6' wood landing and 4'x 6'wood steps to beach; and maintain area seaward of dwelling as non-turf buffer, all as depicted on the site plan prepared by Barrett Bonacci&Van Weele,PC, last dated December 29, 2021. Location of action: 495 North Parish Drive,Southold Site acreage: 29,330 sf Present land use: Residential,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: John&Lynn Scott (b) Mailing address: .9 Deer Creek Lane Mt.Kisco,NY 10549 (c) Telephone number: Area Code 914-582-1373 (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 LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR JOHN&LYNN SCOTT 495 NORTH PARISH DRIVE SOUTHOLD,NY SCTM#1000-71-1-5 POLICY 5& 6 The project seeks to implement structural and architectural design improvements that will a) modernize and increase the efficiencies of the existing dwelling; b) resolve structural deficiencies and leak-prone areas of the roof, and c) allow for the installation of second floor windows that will open up water views that are currently precluded by the existing dwelling and roof design. As a result of its design and additionally incorporated environmental mitigation measures described below, the project will further the goals of Chapter 275 and LW" Policies 5 and 6 by protecting and improving water quality and the quality and function of the adjacent shoreline and tidal wetland ecosystem of Southold Bay. a. As a result of the removal of the existing brick patio on the waterside of the dwelling, the minimum wetlands setback from the surface waters of Southold Bay to impervious surfaces on the property will increase from 49 to 62 feet (existing/proposed waterside porch); and 670 sf of impervious surface area would be removed from the Town's wetland jurisdictional area. b. The existing minimum wetlands setback of 62 feet to the dwelling structure (waterside porch) would be maintained, as no footprint additions or reconstructed portions of the existing dwelling would encroach on that setback. c. As a result of the replacement of the existing 514 sf waterside porch with a smaller, 439 sf porch, the portion of the existing dwelling structure located closest to wetlands would be decreased in area by 75 square feet. d. The existing conventional septic system will be removed and replaced with a low- nitrogen, I/A sanitary system consisting of an OWTS and leaching galleys located at least 162 feet and 169 feet, respectively, from the surface waters of Southold Bay. Unlike conventional systems, which 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. e. A proposed stormwater drainage system is designed to capture and recharge potential runoff from the renovated dwelling and all other developed surfaces on the property, including the proposed outdoor shower and gravel driveway/parking areas. f. The entire area of the property situated between the existing dwelling and stone revetment structure adjacent to the beach will remain as a non-turf buffer area. g. A project limiting fence will be installed to contain site disturbance and potential surface runoff during construction. r 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 1:1 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 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 D � 1 -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 F] 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. 1:1Yes ❑ 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. 1-1 Yes 1-1 No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES i Policy 10. Protect Southc;::'s water-dependent uses and promotC'niting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ No ® Not Applicable ❑ Yes 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 1/27/2022 Robert E.He'lTinann Amended on 811105 EN-CONSULTANTS January 28, 2022 Town of Southold Board of Trustees 54375 Main Road Post Office Box 1179 '. FEB ., 1 2022 ` G Southold,New York 11971 Re: John&Lynn Scott ' 395 North Parish Drive, Southold — }`{rd°{T , ± SCTM#1000-71-1-5 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. Photographs. 3. Site plan prepared by Barrett,Bonacci&Van Weele,P.C., last dated December 29,2021. 4. Survey/site plan prepared by Kenneth M.Woychuk,L.C., last dated April 4, 2021. 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. Sincerely, Robert E.Herrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com environmental consulting