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TR-9642
Glenn Goldsmith, President ' Town Hall Annex A. Nicholas Krupski,Vice President 54375 Route 25 M �" wk� P.O. Box 1179 John M. Bredemeyer III o Southold, New York 11971 Michael J.Domino " � Telephone(631) 765-1892 Greg Williams Q, Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 18, 2021 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: TEAMC99A PROPERTIES, LLC c/o CHRISTOPHER JOSEPH, MEMBER 980 OAK AVENUE, SOUTHOLD SCTM# 1000-77-1-6 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, November 17, 2021: RESOLVED that the Southold Town Board of Trustees grants a One (1) Year Extension to Wetland Permit #9642, as issued on February 12, 2020. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, G tho sd President, Board of Trustees GG:dd Glenn Gold, `,h, President ��SUfFO(•-` Town Hall Annex A. Nicha' k Krupski, Vice-President „�©_ 54375 Route 25 John M. Bredemeyer, III o "` P.O. Box 1179 Michael J Domino o Southold, NY 11971 Greg Williams A 4t- , Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: G� Completed in field by: '� did 12;0� En-Consultants on behalf of TEAMC99A PROPERTIES, LLC c/o CHRISTOPHER JOSEPH, MEMBER requests a One (1) Year Extension to Wetland Permit#9642, as issued on February 12, 2020. Located: 980 Oak Avenue, Southold. SCTM#: 1000-77-1-6 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 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 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/application completeness/comments/standards: I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: __ZJ. Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams Other EN-CONSULTANTS NOV - 3 2021 October 25, 2021 ! TG.;n 15`PE MIT EXTENSION REQUEST- Town of Southold Board of Trustees Post Office Box 1179 Southold,New York 11971 Re: Permit#9642 Christopher Joseph 980 Oak Avenue, Southold SCTM#1000-77-1-6 Dear Board of Trustees: The above referenced permits are due to expire February 12,2022. As the approved work has not been completed,please accept this letter as a request for the first a one-year extension. The permit fee of$50.00 is attached. Thank you in advance for your attention to this matter. Your truly, Robert . errmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 1 p 631.283.6360 f 631.283.6136 www.enconsultants.corn environmental consulting Glenn Goldsmith,President �QF SOUjTown Hall Annex A. Nicholas Krupski,Vice President ,`O� Ol0 54375 Route 25 P.O. Box 1179 John M.Bredemeyer III Southold,New York 11971 Michael J.Domino G Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 olyc4U ,� BOARD OF TOWN TRUSTEES March 22, 2021 TOWN OF SOUTHOLD Robert E. Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: TEAMC99A PROPERTIES, LLC c/o CHRISTOPHER JOSEPH, MEMBER 980 OAK AVENUE, SOUTHOLD SCTM#: 1000-77-1-6 Dear Mr. Herrmann: ,The following action was taken by the Southold Town Board of Trustees-at their Regular Meeting held on Thursday, March 18, 2021. RESOLVED that the Southold Town Board o' f Trustees APPROVE'the Administrative Amendment to Wetland Permit#9642 to relocate proposed stormwater drainage/infiltration chamber and modification of proposed I/A sanitary system (located more than 100 feet from wetlands); and as depicted on the site plan prepared by Sherman Engineering & Consulting P.A., last dated January 26, 2021 and stamped approved on March 18, 2021. 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 GG/dd PROPERTY OF TEAMC99A PROPERTIES, LLC 980 OAK AVE APPROXIMATELY 100cy OF SOIL TO BE REMOVED BUILDABLE LAND = 9,800sf BACKFILL WITH COARSE SAND AND GRAVEL V SOUTHOLD, NY FOR INSTALLATION OF PROPOSED FOUNDATION v SCTM# 1000-77-01-06 AND STORMWATER CONTROL GRADE EL. 7.5'± 9,800 SF EXISTING TOWN SITE COVERAGE N-1 8'0 CONTRIBUTING ROOF AREAS II & III 760sf APPROXIMATELY 30cy OF SOIL TO BE REMOVED COMPONENT AREA COVERAGE --'� R� GROUNDWATER MANAGMENT ZONE IV FOR INSTALLATION OF IA OWTS AND PSD LEACHING FIELD TO RAINFALL FROM 2" STORM 000 HOUSE 763sf 8% c=1*A= 2"/12*760sf=127cf W a ld o DENSITY = 300GPD/AC (PRIVATE WELL AND SANITARY DISPOSAL) BE REPLACED WITH 30cy OF ASTM C33 SAND AS REQUIRED o p o � N ENCLOSED PORCH 187s 2% 8'0 DRYWELL = 42.2cf/ft (� BY SCDHS REGULATIONS, p ® o MIN. 3' OF 8'4 DRYWELL REQUIRED Z "' Z a N PROPOSED SEPTIC SYSTEM: ALTERNATIVE SYSTEM FOR HIGH GROUNDWATER STEPS 17s NA p ® p N , f\� ONE (1) 500GPD NORWECO IA OWTS APPROXIMATELY 75cy OF CLEAN FILL FOR REGRADING TO TOTAL 950sf 1 0% o ® ® PROVIDE (2) 8 Ox2 DEEP DRYWELL ® 7.5 GRADE tomt-h•�+ Gs 00 \� �Q /' TWO (2) 23' LONG PRESSURIZED SHALLOW DRAINFIELDS BE TRUCKED IN FROM AN APPROVED UPLAND SOURCE. 967sf w/ STAIRS V (� co APPROXIMATELY 14cy OF THAT FILL TO BE WITHIN 100' PROPOSED TOWN SITE COVERAGE EL. 4.s' ,� Z PARCEL CURRENTLY SERVED BY SCWA OF REGULATED WETLANDS BOUNDARY. COMPONENT AREA COVERAGE W H o0 NEIGHBORING DWELLINGS CONNECTED TO SCWA U1 HOUSE 1 ,384sf 14% HIGH SEASONAL p Z rU1•�) `z ' i c i \� SITE PLAN BASED ON SURVEY BY (1,289sf HOUSE FOOTPRINT, 95sf CANTILEVERED UPPER FLOOR) GROUNDWATER EL. 2.6' Q \ NATHAN TAFT CORWIN III \� Q' DECKS 486sf 5% DATED 5.15.13 0 d' LAST REVISED 8.3.16 STAIRS 23sf NA ROOF AREA II 8c III STORMWATER DRYWELL p� H ELEVATIONS BASED ON 1988 NAVD TOTAL 1 ,871 sf 19% 1,991sf w/ STAIRS NTS PROP LINE C8 NYSOEC APPROVAL 1-4738-03153/00007 APPROVED 7.23.19 x , � TOWN OF SOUTHOLD TRUSTEES PERMIT No. 9642 DATED 2.12.20 0- \ SCDHS WWM APPROVAL R-20-1213 APPROVED 11.24.20 18x30 CONCAVE INLET PROPOSED GRADE �\i �\ PARKING AREA ---------------------------------- - PROJECT LIMITING FENCE ---------------------------------------------___ ________ _ _ — — — -- — — — — — =EXISTING GRAD 8 ® ?� --------- -------------------------------------- 41 EXISTING GRADE _-- _- --_ �•�"��` — ~- 6 ALONG CONCRETE TROUGH --- _ ---- - �-- _ PPROX EX�STIN��RAOE------------------------------------------ -------------4, u 0 ------� �ikl-:.1.l.iit�ltll�l'�IrI11iL1r1►tlltsY j1�1r1t milt„iis l -- ��y, AT EACH SIDE AND WOOD ------- ---------- - F-T�--------------------------------HIGH-SEASONAE-GROUNDWATER-EL-2B'------ ---2' �i EDGING ADJACENT TO �,.� ------ ------- ------ ----------------------PARKING-AREA -672sf-------------------------------------- Q' k ARC 36 INFILTRATORS RAINFALL FROM 2 STORM NON —TURF BUFFER AT WATER OR EQUIV. OVERLAND DFLOW TO INLET �° C-0.7 I A= 0.7 2 /12�672sf=79cfC/I D E � PARKING AREA STORMWATER CONTROL Q NTS ARC 36 LEACHING CHAMBER = 10.7cf ® �Q' P REAR DECK 307sf 8 CHAMBERS REQUIRED ENG I� STAIR 57sf __________________________ ________ ___ ------------------------------------------------------- ---- -- -------80 STORMWATER --------- -- -'----------- ---- ----------( ) INFILTRATOR - EXISTING GRADE 'w� ? - ��� ------------ ---- _4' CAMBERS P N CC ----------------------- ------- ---------------HFGH-SEASONAL�ROUNDWATER=.-2.B'--_ -2, \\ �,� EXISTING HOUSE �� --------------------------------- ------------------------------------0' ® � \ 81 '-4” �c DECK TO ARC 36 INFILTRATORS � 1 � � OR EQUIV. ROOF AREA I = 580sf U 67'-9" s, /p BE REMOVED ��y RAINFALL A 2"/102*580sfT96�cf cn w 69'-5" 'O� O ROOF AREA I STORMWATER CONTROL ARC 36 LEACHING CHAMBER = 10.7cf mcn \s�` �;-' •�G,� STORMWATER 9 CHAMBERS REQUIRED, 12 PROVIDED 19,_8„ \ F� ' �'O%c INSET — GRADE SIDE °' STOR WATER 67'-4" � I ,s ' °° o \ YARD TO INLET 100 WETLANDS SETBACK ---------------------------------------------------------------10' z Y 9,_7„ ( 12) I ILTRA�OR P� ' 1 9 ------------------------------------------------------------ i�: _8, < CU CAMBERS „ \\ �5/ � � ^ SIDE DECK 89sf ---------------------------- APPROX.-PROPOO-SED--GRADE __! _------6' o / — — EXISTING GRADE 4, - ----------------- o'G' IA CONTROL PANEL = -_ ----- d (1E��11, ice,iL� s r11 � iiiuj l -------------------------- --- --------HrGIH-SEASONAL-GROUNDWATER=-2.-W — -2' ENTRY DECK 90sf ----------------------- ---------------------- �, -�- 74'-3" ENTRY STAIR 63sf ARC 36 INFILTRATORS ' 11/ 4 oR EQuly. ROOF AREA IV = �244sf \ J / / RAINFALL FROM 2 STORM 4.8 6" WIDE 32' ± LONG ,�C=1*A= 2 /12*244sf=41 cf ROOF AREA IV STORMWATER CONTROL ARC 36 LEACHING CHAMBER = 10.7cf \ 13'-3' // \ `�; RETAINING WALL NTS 4 CHAMBERS REQUIRED `< /� \ ;� 1 ' MAX HEIGHT Ld EXISTING DRAINAGE z E-4 E-i E-: E-1 TROUGH -- XI ING IN �i '�-+ z CJS co m —10 / \\ // I / 1 O' nw - -- -- - --- - - --- --- -- -- - ----------- - - - - ------ TROUGH - -- - w H / - i - o - . ---- -- ----- ------ -- — - - a - WWW 7DO -a ----- - -- ---- - - - --- - - --- - - -- --- ---- --- -------- -- ----- - --- - ---- - -- a O O O O ROOF AREA I V '� �P R POSED / / / - EXISTING GRADE EL. 7.5'f H O O O a (4) 1 N FI LTRATO R SHALLOW PRESSURIZED DRAINFIELD - - ------, W O O O OTGRY UD CHAMBERS HIGH SEASONALIA OWTS 0 Z O O O U 4. / �� � -2 ---------GROUNDWATER-EL. 2.6' 0/ TP NT\ 01 SECOND F LO 0 R / \ /\ / `� / O TANK ESTIMATED TO BE 6 INTO GROUNDWATER 500 GPD RATED CAPACITY E i \ \/ G P SANITARY DISPOSAL PROFILE �'' ,4T / % ` NTS CROUNOWAT R064 be/cf - 3�0401bs UPLIFT N FOOTPRINT 95sf \ / NORWECO SINTEWAT a' d+ ( . . N �--� \\ / / j �- EMPTY TANK SUOYANCE - 11,4001be • • • r--I N � 910-KINETIC WASTEWATER TREATMENT SYSTEM ' `/ BALLAST REQUIRED s 11,6401be NO FIRST FLOOR `n / / \ ' \ PROPOSED I/A O j CONIC = 1501be/cf - PROVIDE 6'z6'x20- CONC PAD 11,400lbs DRY WEIGHT d OR PATIO/DECK BELOW / v./ SANITARY SYSTEM BALLAST PROVIDED = 12.0001be N W / Q %' O / M d' In lfl [- o0 O FIRST FLOOR / ;; ��' ;%' `� �, ,/ 5 PARKING AREA 672sf BUILDING FOOTPRINT / 083584 Gj ,��o� ,,•,\' / \\\��jC 13/ 11 �� ROFfSSIONP 6" WIDE, 34' ± LONG s ,'l�'CP r \\ O RETAINING WALL ZONE A E EL. 7) - - �� / -�� APP ( - APPROVED BY '._.'._._._._. 9-0 EXISTING 6" BOARD OF ` RUSTEES W }— 1 .5 MAX HEIGHT ZONE � � ,�o�/ � ��\\ /� SCWA MAIN TOWN OF SOUTHOLD � Z ROOF AREAS II & III / 8'OX4' STORMWATER DRYWELL o / �, ® ® ,� N STORMWATER / /TT 8'5 g.8 �g _ W O = CONNECT TO 35' MAX z u� 0 Q DOWNSPOUTS X911 ,' ;% 0 000 -�—"SEC t� / 0 ® � o o EC CSD o) � APPROX LOC 1 � � �/ ® ® � � � � � EXISTING SEPTIC FEB - g 2021 � S TO BE ABANDONED ` EFlN.LEV.1s1R+CO13.0R Southold Town (3) 20' ,9 7 QUICK 4 PSD k, Board of Trusteez s 9 1 / RET Q Sl TE PLAN 5 0 EXP - WALL RET AREA / PROP.- — -8' — �3' - -�ROP9SE-0 GRADE — — — — — — — - — — - — WALL PROP --LIN — - LIN — — — — —1' — — — — — — — — — — — — — — — — — — - — - -LINE- —6 -f- -fXISTW - SCALE 1 . 10 - - - - - ' - - - - G� RADE- TOW- - - - - - - - - - - - - - - - - - - � - - - p TOW 7' BOW 6.51± W —BOW 6'±-4' — — — — — — — — m EXISTING ASPHALT � — - - - - - - - - - - - - - - - - - - - - - - - o °'. o � � - — — — - 2 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 00 N z , DRIVE AND CURBING = . cn TO BE REMOVED - - - - - o' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o a z u � ROADSIDE ELEVATION Ld NTS m � Q r 0 O Q U p UNAUTHORIZED ALTERATION OR ADDITION TO STAMPED DRAWINGS I -' o AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATIONLAW Glenn Goldsmith, Pre nt o��SUFFD(KCpG Town Hall Annex A. Nicholas Krupski, vice-President yam, 54375 Route 25 John M. Bredemeyer, III o ` P.O. Box 1179 Michael J. Domino o r Southold, NY 11971 Greg Williams y p! Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DatelTime: a Completed in field by: '� ' �JY G1' G'm Lvl d En-Consultants on behalf of TEAM C 99A PROPERTIES, LLC c/o CHRISTOPHER JOSEPH, MEMBER requests an Administrative Amendment to Wetland Permit#9642 to relocate proposed stormwater drainage/infiltration chamber and modification of proposed I/A sanitary system (located more than 100 feet from wetlands). Located: 980 Oak Avenue, Southold. SCTM#: 1000-77-1-6 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q 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 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/application completeness/comments/standards: ati o-i 1ryUve { A j I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: —4/—J. Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams Other PROPERTY OF TEAMC99A PROPERTIES, LLC 980 OAK AVE APPROXIMATELY 100cy OF SOIL TO BE REMCVED BUILDABLE LAND = 9,800sf BACKFILL WITH COARSE SAND AND GRAVEL Vf SOUTHOLD, NY SCTM# 1000-77-01-06 FOR INSTALLATION OF PROPOSED FOUNDATIOIJ 9,800 SF AND STORMWATER CONTROL EXISTING TOWN SITE COVERAGE GRADE EL. 7.5'1 APPROXIMATELY 30cy OF SOIL TO BE REMObED COMPONENT AREA COVERAGE 8,0 CONTRIBUTING ROOF AREAS II & III 760sf GROUNDWATER MANAGMENT ZONE IV RAINFALL FROM 2" STORM r, 0�0 DENSITY = 300GPD/AC (PRIVATE WELL AND SANITARY DISPOSAL FOR INSTALLATION OF IA OWTS AND PSD LUCHING FIELD TO HOUSE 763sf 8% C=1*A= 2"/12*760sf=127cf W a W O -� ) BE REPLACED WITH 30cy OF ASTM C33 SAND A5 REQUIRED ® ® N ENCLOSED PORCH 1 87s 2% s'vs DRYWELL = 42.2cf/ft (� u► ZIn BY SCDHS REGULATIONS. =3N MIN. 3' OF 8'0 DRYWELL REQUIRED N PROPOSED SEPTIC SYSTEM: ALTERNATIVE SYSTEM FOR HIGH GROUNDWATER STEPS 17sf NA ® ® o , O �� ONE (1) 5000PO NORWECO IA OWTS APPROXIMATELY 75cy OF CLEN FILL FOR REGRADING TO TOTAL 950sf 1 0% � ® ! PROVIDE (2) 8 Ox2 DEEP DRYWELL ® 7.5' GRADE f--, f� 00 \� TWO (2) 23' LONG PRESSURIZED SHALLOW DRAINFIELDS BE TRUCKED IN FROM AN APPROVED UPLAND SOURCE. 967sf w STAIRS W APPROXIMATELY 14cy OF THAT FILL TO BE WITHIN 100' PROPOSED TOWN SITE COVERAGE / EL. 4.6' Z m �� �\� ,\O• PARCEL CURRENTLY SERVED BY SCWA OF REGULATED WETLANDS BOUNDARY. COMPONENT AREA COVERAGE W d E. M NEIGHBORING DWELLINGS CONNECTED TO SCWA to HOUSE 1 ,384sf 14% y HIGH SEASONAL p Z '� � M \/Qy�Q�O�' �� NATHAN�TAFT C RWIN ISITE PN BASED ON II GROUNDWATER BY (1,289sf HOUSE FOOTPRINT, 95sf CANTILEVERED UPPER FLOOR) GROUNDWATER EL. 2.6' = CC z � Q' DATED 5.15.13 DECKS 486sf 5% Q d. LAST REVISED 8.3.16 STAIRS 23sf NA ROOF AREA II 8c III STORMWATER DRYWELL �' H \/ O \CD �Q, ELEVATIONS BASED ON 1988 NAVE) TOTAL 1 ,871 sf 19% ",� �` v W 6V Q. �P O 1,991sf w/ STAIRS NTS NYSDEC APPROVAL 1-4738-03153/00007 APPROVED 7.23.19 PROP LINE x TOWN OF SOUTHOLD TRUSTEES PERMIT No. 9642 DATED 2.12.20 -------------------------------------_— ----------1 O, -------- --------------------------------------------- C, \� SCDHS WWM APPROVAL R-20-1213 APPROVED 11.24.20 18x30 CONCAVE INLET PROPOSED GRADE PARKING AREA ------------------------ ---------------- v -� _ - - - _ - - - - - - — EXISTING GRAD PROJECT LIMITING FENCE ----------------------------- --------------- �� ---- EXISTING GRADE ---- --- ------ _ --- - -------------------------- 6 ALONG CONCRETE TROUGH �� --- CLL,�I' fi��-�,--------_�__ __-_ , _ -�� �� - - - �PPROX GRADE----------------------------------------------- 4 J ----- II„ lIG„ -- ------------------ AT�, EACH SIDE AND WOOD ---- ----- - --------------------------------HIGH-SEAS ONAU_GROUNDWATER-EL-2:E'---------------2' EDGING ADJACENT TO �,� --------- ---------------------------------------------------PARKING.-AREA _672sf--------------------------------------------0' ARC 36 INFILTRATORS RAINFALL FROM 2" STORM W NON —TURF BUFFER AT WATER OR EQUIV. OVERLAND FLOW TO INLET �- �° C=0.7*1*A= 0.7*2"/12*672sf=79cf 1 D E � � NTS PARKING AREA STORMWATER CONTROL ARC 36 LEACHING CHAMBER = 10.7cf ® �� �\ Q. REAR DECK 307sf 8 CHAMBERS REQUIRED ENG 1l� STAIR 57sf le� --------------------- ------- --------- ----------------- �P �` _\30STORMWATER (8) INFILTRATOR EXISTING GRADE � " -- -4, CAMBERS c ----- --------- ----------HIGH-sEASoNAL-cRomuwATEFEr.-2.E'-= -2, \ 0EXISTING HOUSE --------- ------------------- -----------------------------------0' ® � \ 81 -4 & DECK TO ARC 36 INFILTRATORS ROOF AREA I = 580sf t OR EQUIV. RAINFALL FROM 2" STORM rJ n ;�,� ° BE REMOVED 6 7 -9 ROOF AREA I STORMWATER CONTROL C=I*A= 2"/12*580sf=96cf mLu si 'p 69'-5" ,F ARC 36 LEACHING CHAMBER = 10.7cf \s�` ` r%� `' G� STORMWATER NTS 9 CHAMBERS REQUIRED, 12 PROVIDED } 19'-8„ \ �' F� `O�ti� INLET — GRADE SIDE n' STOR WATER 67'-4" , � ` I sF� YARD TO INLET 100' WETLANDS SETBACK ---------------------------------------------------------------10' z o 9 -7 ( 12) IN ILTRATOR .�;% ---------------------------------------------------------------8' Q W P�- 1 BERS ,-11 „ \\ 5�`: SIDE DECK 89sf ------ APPROX.-PROPOSED- GRADE __ -- CAM EXISTING GRADE ----5, o�,\ •`•, ,�, // IA CONTROL PANEL i�1 ►4�M I 11�i >' � J \ F� - ---- --- -HIGH-SEASONAL-GROUNDWATER-EC 2.B'--- -2$ `' // ENTRY DECK 90sf ------------------------- -------------------------------------- 4- 74'-3” INFILTRATORS ARC 36 INFI • ; ENTRY STAIR 63sf OR EQUIV. ROOF AREA IV = ,244sf CSO \ / 4.8 \ J / / / i [ RAINFALL FROM 2 STORM %� / \ / �,� �/ 6" WIDE, 32' ± LONG ROOF AREA IV STORMWATER CONTROL ARC 36 LEACHING CHAMBER = 10.7cf RETAINING WALL NTS 4 CHAMBERS REQUIRED �o /X,' \`< /� \ 1 ' MAX HEIGHT "D z EXISTING DRAINAGE Z C-I E-i E� E-I \ �' I �O' _ -J ___,_- _______ __, ._ _.TROUGH__- __ __ _ EXISTING DRAINA E J Z CJS (/� C!� O - w --- - ---- -- --- ----- -- --- --- - - -- - - -- --- -- TROUGH - w --- fsl W W W % � --10 -o --- --- - - - - - - - - -- - - --- --. --------- ----- --- - -- a �y i -- -- ---- -- ----- ----- -------- - -- -- - -- - - -- - -- - - - - - ix --- O O O O IZ \ / 8 - - --- -- - ...---- ------ - ------------------ ---- ----------- _-- -- --- ------- ------ --------- - - - U U U U W ROOF AREA IV 0 \ / EXISTING GRADE EL. 7.5'f - ---�ss EO O O WPR POSED z z z z UUU6 -- -- -- --------- ---------- SHALLOW PRESSURIZED DRAINFIELD r------ W O UO 0 (0(4) INFILTRATOR TY — --- --- --- - --- -- --------- ---- ---- 0 �4 Z / R / � -- ------- -- - ----- ---- ---- — ----- ----------— -----— --- - -- - ---- IA OWS-� -- - — -- ---------- ------------------------------ I I I I s sCHAMBERS HIGH SEASONAL - -- � z � Z O O O UWW WW - EEU4. 2 - ------GROUNDWATER-EL2.6'-- U(� w �� V / 9 T P I NTS // '`ti , ;- o �G. �� ---- - ----- - -- --- - - - -- - - I 0 ONO N SECOND C 0 N D F LO 0 R � \ / / TANK ESTIMATED TO BE INTO GROUNDWATER 500 GPD RATED CAPACITY E-i / \/ P SANITARY DISPOSAL PROFILE BIO-KINETIC WASTEWATER m FOOTPRINT 9 5 s f \ N .. / � � SUBMERGED VOLUME _ 180cf NORWECO SINGUTAIR a' Ln �+ � � � � � N \ w / EMPTY TANK BUOYANCE _ ,,,4001ba / `�` NTS GROUNDWATER 641ba/cf _ 23,0401ba UPLIFT TREATMENT SYSTEM Q N N r--I N • \!/ `% / / BALLAST REQUIRED _ 11,6401ba N N 0 FIRST FLOOR // / \ J / \ j �� PROPOSED I/A CONC - 1501ba/cf — PROVIDE 8'x6 x20' CONC PAD 1 1,400Ibs DRY WEIGHT �t LO (}� O OR PATIO DECK BELOW , III �� G;� SANITARY SYSTEM BALD PROVIDED _ 12,000Iba M Ln FIRST FLOOR / a? a\e ,/ PARKING AREA (672sf) . , p� Li BUILDING FOOTPRINT /X, �o� ���•``' 0 �� // \\C��/ 13 11 RorESS►o�'P` 6 WIDE, 34' + LONG P RETAINING WALL ZONE AE (EL. 7) __--•-•-- .T - - � _ ' / ;•� 1 .5' MAX HEIGHT ZONE X obi ;\\ � EXISTING 6 W SCWA MAIN / 5p 5' ROOF AREAS II & III / _ _ W Q 8'Ox4' STORMWATER Co. DRYWELL o / �, v —I / Q 0 N STORMWATER / �� 8.5 8.8 O = CONNECT TO /' 35' MAX � DOWNSPOUTS � o ,' ;% 0 O CE 0::- SEC t� / C C E 0 0-) APPROX LOC 1 � � � �' ® � ® ® Q � p � � � EXISTING SEPTIC - TO BE ABANDONED �� FEB _ 8 2021 0 S � . FlN.sI���R Southold Town � ' g ESV.+,3.o Board o Trustees z (3) 20 QUICK4 PSD ,k' 9 1 / RET Q SITE PLAN 5 0� EXP � WALL RET � 0 AREA / — PRDP — — 8' — zs' 4- _RKPOS€D GRAVE — — — — — — — — - -FSS — WALL PROP — - SCALE 1 : O = LIN LINE — - —— — — —1' — — — — — — — — — — — — — — — — — — — — — — _ — _ TOW 7' � -MSTtNP-GRA-B� — — — — — — — — — — — — — — — — —TOW-7' p EXISTING ASPHALT _ — ±_ 4• — — — — — — — — — — — — — — — — — — — — — — — — — — —BOW 6.5'± — — - o � o Ld m DRIVE AND CURBING _17 cn TO BE REMOVED - - - - - 0' - - - - - - - - - - - - - 0 < u ROADSIDE ELEVATION `- N TSm � Q O O Q U UNAUTHORIZED ALTERATION OR ADDITION TO STAMPED DRAWINGS o p 0 V) AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATIONLAW Town Hall John M.Bredemeyer III,F:_-...-nt OS��FQ��' 53095 Route 25 Michael J Domino,Vice-President - ���' ids! P.O. Box 1 179 James F.King,Trustee _ 9% Southold, New York 11971-0959 Dave Bergen,Trustee 0 CIO Telephone (631) 765-1892 Charles J.Sanders,Trustee # Fax (631) 765-1366 BOARD OF TOWN TRUSTEES p E C E0Vlp TOWN OF SOUTHOLD FEB ` 8 20 SOUthoLETTER OF REQUEST FOR AN AMENDMEN Board of�Trustees DATE February 3,2021 TEAMC99A Properties LLC OWNER c/o Christopher Joseph,Member PHONE 631-804-2841 24 Jaynes Way ADDRESS Wading River, NY 11792 AGENT En-Consultants PHONE 631-283-6360 ADDRESS 1319 North Sea Road, Southampton,NY 11968 PROPERTY LOCATION 980 Oak Avenue,Southold TAX MAP NO. 1000-77-1-6 I/We En-Consultants for TEAMC99A Properties LLC request an Amendment to Permit# 9642 to authorize relocation of proposed stormwater drainage/infiltration chamber and modification of proposed UA sanitary system(located more than 100 feet from wetlands),as depicted on the site plan prepared by Sherman Engineering&Consulting P.A.,last dated January 26,2021. Signed By: Robert E.He � arm,Coastal Management Specialist S V µ5 r EN-CONSULTANTS ADMINISTRATIVE AMENDMENT REQUEST February 3, 2021 Town of Southold Board of Trustees D E l�rC 15 2 15 U n V 2 Post Office Box 1179 U Southold, New York 11971 FEB ' 8 2021 Re: Permit#9642 980 Oak Avenue, Southold SCTM#1000-77-1-6 Southold Town Board of Trustees Dear Board of Trustees: Subsequent to the Board's issuance of the above referenced Wetlands Permit, the Suffolk County Department of Health Services required that changes be made to the proposed UA sanitary system design and location of the stormwater drainage chambers. Specifically, whereas the approved pressurized shallow drainfield (PSD) contained two (2) 16' long chambers and one(1) 20' long chamber, the PSD now consists of three (3)20' long chambers. (The location of this leaching area landward of the 100' wetlands setback remains unchanged). And because the Health Department would not allow for the public water service line to be located within 10 feet of a septic component or stormwater structure, the stormwater chambers that were proposed to the front and east sides of the house were required to be relocated to the rear of the house. These changes are reflected on the revised site plan prepared by Sherman Engineering& Consulting, last dated January 26, 2021, four(4) copies of which are enclosed herewith. Therefore, we are writing to ask that you please administratively amend Wetlands Permit No. 9642 pursuant to these revised plans, as described on the enclosed"Letter of Request for Amendment,"which is accompanied by a check payable to the Board of Trustees for$50. Please let us know if you have any questions concerning the changes or require any additional information in support of our application. Sinc rely, Y Robert . 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 AMEIiFAt EN-CONSULTANTS September 29, 2020 DEE U� Board of Trustees Town of Southold P.O. Box 1179 Southold, NY 11971 � Attn.: Elizabeth Cantrell Re: TEAMC99A Properties,LLC- Permit#9642 Dear Ms. Cantrell: In satisfaction of the Special Conditions of the above captioned permit, the required Declaration of Covenant was recorded in the Office of the Suffolk County Clerk on September 9, 2020. A copy of the recorded document is enclosed for your file. Re e tfully yours, m t e Enclosure cc: TEAMC99A Properties, LLC 1319 North Sea Road I Southampton,New York 11968 l p 631.283 6360 l f 631.283.6136 www enconsu[tants.com environmental consulting ' IIIVIIIIIIIVIIIVIIIIIIIIVIIIIITIIIIIIIIIIIIIIIIII �111111 III II 11111����IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 09/09/2020 Number of Pages : 17 At: 12 :55 : 08 PM Receipt Number : 20-0138698 LIBER: D00013070 PAGE : 366 District: Section: Block: Lot: 1000 077 . 00 01 . 00 006 . 000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $85 . 00 NO Handling $20 . 00 NO COE $5 . 00 NO NYS SRCHG $15 . 00 NO TP-584 $0 . 00 NO Notation $0 . 00 NO Cert.Copies $0 . 00 NO RPT $200 . 00 NO Fees Paid $325 . 00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County A 9 S d JUDITH P. F ESCRL E —� C•LEM" MJF Number of pages __ - I;FFGLI' CCdJN7,' _ rioC,013 i 1-1 PNe This document will be public } record. Please remove all Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed/Mortgage'Tax Stamp Recording/Filing Stamps 1 3 1 FEES Page/Filing Fee 8 Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. or EA-52 17(County) Sub Total Spec./Add. EA-5217(State) TOT.MTG.TAX Dual Town Dual County R.P.T.S.A. . � � Held for Appointment Comm.of Ed. 5. 00 Transfer Tax p Affidavit �� �{+ Mansion Tax Certified Copy The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES or NO Other Grand Total a If NO, see appropriate tax clause on page# of this instrument. 4214098 1000 07700 0100 006000 4 Dist. l0i TIlp 5 Community Preservation Fund Real Property RPSMI A II�II�III�II�II�I�III��I� II Tax Service 02SEP 20 Consideration Amount Agency CPF Tax Due $ Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land TD En-Consultants 1319 North Sea Road TD Southampton,NY 11968 TD - Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# 81 Suffolk County Recording & Endorsement Page - This page forms part of the attached Declaration of Covenants made by: (SPECIFY TYPE OF INSTRUMENT) TEAMC99A Properties LLC The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold Town of Southold In the VILLAGE Board of Trustees or HAMLET of Southold BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. aver DECLARATION OF COVENANTS THIS DECLARATION made this I ; day of &(-I-- ,2020,by TEAMC99A Properties LLC,whose mailing address is c/o Christopher Joseph,Member,24 Jaynes Way,Wading River, NY 11792,hereinafter referred to as"DECLARANT': WITNESSETH: WHEREAS,DECLARANT is the owner of certain real property located at 980 Oak Avenue, Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 77,Block 1, Lot 6, which is more particularly bounded and described as set forth in Schedule"A" annexed hereto, hereinafter referred to as the Property; and WHEREAS,the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold(hereinafter the"Trustees")pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor, and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; and WHEREAS,the DECLARANT therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities; and WHEREAS,on February 12,2020,the Trustees approved the application and issued a permit with terms and conditions; and WHEREAS,the issued permit,terms and conditions of the permit,as well as the site plan prepared by Sherman Engineering&Consulting,P.A. , last dated February 7,2020,and stamped approved on February 12,2020 upon which the permit is based,are annexed hereto as Schedule`B;"and WHEREAS, as a condition of the granting of a Wetlands Permit to undertake such regulated activities,the Trustees required that the existing, approximately twenty-foot wide"non-turf buffer"be perpetually maintained adjacent to the bulkhead, as depicted on the site plan prepared by Sherman Engineering&Consulting,P.A. ,last dated February 7,2020,and stamped approved on February 12,2020; and WHEREAS, the DECLARANT has considered the foregoing and have determined that the same will be for the best interests of the DECLARANT and subsequent owners of the Property, NOW, THEREFORE,the DECLARANT does hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities,the existing, approximately twenty-foot wide"non-turf buffer, as defined by Chapter 275 of the Town Code,"will be perpetually maintained adjacent to the bulkhead as depicted on the site plan prepared by Sherman Engineering&Consulting,P.A., last dated February 7,2020,and stamped approved on February 12,2020. 2) The DECLARANT shall at all times comply with the Terms and Conditions of the permit, a copy of which is attached hereto in Schedule`B"annexed hereto. 3) These covenants shall run with the land and shall be binding on the DECLARANT,their heirs, assigns,purchasers,or successors in interest and may be modified only upon resolution of the Board of Trustees. (THIS SPACE LEFT BLANK INTENTIONALY) 2 IN WITNESS WHEREOF, the owner has duly executed this instrument this 3 day of 2020. TeamC99A Properties LLC By: � - Christopher Joseph,Member STATE OF 0C C ss: COUNTY OF 5\A- O +h On the day of fA ,in the year 2020,before me the undersigned, a Notary Public in and for said State,personally appeared Christopher Joseph, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, the individual or the person on behalf of which the individual ac executed the instnnnen Notary Public Kristopher Hodeila t4olary Public,State of New York No.02HO6147106 Qualified in Suffolk coup Comm Expires 0513012014 3 SCHEDULE A ALL that certain plot,piece or parcel of land, situate, lying and being in the Town of Southold, County of Suffolk and State of New York, known and designated as and by the southwesterly half of Lot 297, Lot Nos. 298, 299 and 300 on a certain map entitled, "Map of Goose Bay Estates", in the Town of Southold, Suffolk County,New York, said map being made by Lewis N. Waters, L.S. of Oyster Bay, L.I.,New York, dated September 12, 1934, and filed in the Office of the Clerk of the County of Suffolk on the 13`" day of November, 1934, as and by the Map No. 1176, said lots and part of lot when taken together being bounded and described as follows: BEGINNING at a point on the northwesterly side of Oak Avenue distant 399.68 feet southwesterly as measured along the northwesterly side of Oak Avenue from the corner formed by the intersection of the northwesterly side of Oak Avenue and the southwesterly side of Cedar Avenue; RUNNING THENCE along the northwesterly side of Oak Avenue, South 45 degrees 24 minutes 40 seconds West, 70.00 feet to a concrete monument and the division line between Lot 300 and Lo t 301 on the above mentioned map and being and now or formerly of Dominick Basile and Donna C. Basile; THENCE along the last mentioned division line, North 44 degrees 35 minutes 20 seconds West, 140.00 feet to an unnamed street as shown on the above mentioned filed map; THENCE along the unnamed street,North 45 degrees 24 minutes 40 seconds East, 70.00 feet to land now or formerly of Alexander R. LeDonne and Pauline LeDonne; THENCE through Lot No.297 and along the last mentioned land, South 44 degrees 35 minutes 20 seconds East, 140.00 feet to the northwesterly side of Oak Street,the point or place of BEGINNING. 4 SCHEDULE B A, � w.��; a, na sn.+Fcnr b m .r,�� �sv... .""���s* ��54 �>c � a,:�* t:J �-�',_ . c.^-`�S-�,, ,, BOARD OF SOUTHOLD TOWN TRUSTEES hg SOUTHOLD,NEW YORK M f PERMIT NO. 9642 DATE: FEBRUARY 12,2020 ISSUED TO: TEAMC99A PROPERTIES, LLC C/o CHMSTOPRE,R JOSEPH,MEMBER PROPERTY ADDRESS: 980 OAK AVENUE, SOUTHOLD 31 SCTMN 1000-77-1-6 AUTHORIZATION 1{. 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 February 12,2020,and in consideration of application fee in the sum of$250.00 paid by Team C99A PrqaqEfigs LLC and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and na Permits the following: q Wetland Permit to demolish and remove existing dwelling,and construct new two-story, approximately 1,289 sf,single-family dwelling with approximately 307 sf waterside deck with +4'wide steps, 89 sf side deck,and 90 sf front entry deck with 63 A stairway; install drainage t' system consisting of drywells and infiltrator chambers; raise existing grade with approximately 75 cy of clean sand fill to be trucked in from an approved upland source(approximately 14 C y to be placed within Chapter 275 jurisdiction); construct 6"wide x 12" high(max,)x+32, long Ci easterly retaining wall and 6" wide x 18" high (max.)x+34' long westerly retaining wall; track in an additional 30 cy of ASTM C33 sand to replace existing subsoil to be removed for installation of proposed I/A sanitary system(located more than 100 feet from wetlands); and maintain existing,approximately 20'wide non-turf buffer adjacent to bulkhead, (Proposed i pervious gravel parking area to be located more than 100 feet from wetlands); all as depicted on the site plan prepared by Sherman Engineering& Consulting P.A.,last dated February 7, - ry , 1 2020; and stamped approved on Febiua122020. r` t IN WITNESS WHEREOF,the said Boaid of Trustees hereby causes its Corporate Sea[to be affixed, and these presents to be subscribed by a majority of the said Board as of the 12th day of February,2020. tp-, J �Aq ';7 buntJliuI,h is (UUN "1') 2 TERMS AND CONDITIONS The Permittee 'I eamC99A Properties, LLC 980 Oak Avenue Southold New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: l. 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 autho►ized 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. H. 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. 0 H C N N v v' N N O i x O ,i rn I N O N d o i w TING ROOF AREAS II & III 760sf FROM 2" STORM 0000 '"/12*760sf=127cf W 'ELL = 42.2cf/ft `Z C t; IF 8'0 DRYWELL REQUIRED N (2) 8'Ox2' DEEP DRYWELL ® 7.5' GRADE w 00I z � M W 00 zM � 0 Z ER DRYWELL U PROP LINE W ' .CAVE INLET ' - - -- - - - -10' .i ING AREA ' EXI'STWG GPADE 8' _ 6' s - -- - - - -- 4' v AREA 672sf FROM 2" STORM 4= 0.9*2"/1'2*672sf=101 cf LEACHING CHAMBER = 10.7cf :BERS REQUIRED ENG I - - - - - -- - - - -10' -- - - - - - -- - 61 EXISTINU GRADE _4, )NAL-GROUNDWATER-EL -2.`6' - -= 2' ZEA I = 580sf _ FROM 2" STORM U -- 2"/1,2*580sf=96cf V) Ld LEACHING CHAMBER = 10.7cf m BERS REQUIRED Oo CO p - -10' z LL - - - - -- - --8) ¢ w -- -- -- - - 6' _ EXISTING GRADE U - - - - 4 l'GROUNDWATER-EL.-2 6' - = - 2' V = 244sf )M 2" STORM 2*244sf=41 cf THING CHAMBER = 10.7cf REQUIRED I rn rn rn rn �+ U rn x t7 XCOD tz CD CD i . ao—L Cr, loz C, + i Cid 'Pr SDIER C �+ E ® PROPE14T� LINE JOB#: JOH1801 PROPOSED SITE PLAN REV DATE COMMENT 1 4 . 25 . 19 EN-CON COMMENT: DATE: 02.12.19 2 6 . 2 4 . 19 EN-CON COMMENT: SCALE: AS NOTEDn AVE3 9 . 19 . 19 EN-CON COMMENT, 980 f-� �/ 4 9 . 2 5 ® 19 EN-CON COMMENT. DRAWING NUMBER S O U TH O L D NY 5 11 . 7 . 19 TOWN COMMENTS 6 01 . 13 . 20 TOWN COMMENTS 7 02 ® 7 . 20 TOWN COMMENTS DRAWING: PERMIT DRAWING 1 OFc W d L L L E Z L OZOZ/L/9 dad OZ-Z L-Z ueld ndjdy saa;sni1 o5-L-(L,Z) J V 11 L L V L L L �V V 1V 1 J J O C N D U V 1 � O 9 O m N O - N O BACKFILL WITH COARSE SAND AND GRAVEL w GRADE EL. 7.5'f AREA COVERAGE $� CONTRIBU 763sf 8% RAINFALL C=I*A= 2 187sf 2% ® 8'0 DRYW 1 7s NA' cl, MIN. 3' C 950sf 10% PROVIDE 967sf w/ STAIRS EL. 4.6' AREA COVERAGE 5� 1 ,384sf 14% 04 tNTILEVERED UPPER FLOOR f HIGH SEASONAL 486sf 5% GROUNDWATER EL 2.6' 23sf NA ROOF AREA II & III STORM WAT 1 ,871 sf 19%' NTS 1,991 sf w/ STAIRS 18x30 CON ------- -- _ _ - - - -- -- -. __ _ PROPOSED GRADE PARK - - - I _._EN'RE L.wT I m V I `l' i I _ -APPROX EXISTING GRADE_ _'RIGH-SEASONAL GROUNDWATER EL-2 ARC 36.INFILTRATORS - - - - - - - -OR EQUIV.-- - - - - - - - -- - - - - -- PARKING PARKING AREA STORMWATER CONTROL RAINFALL c-0.9*i*, NTS ARC' 36 10 CHAM _- -APPROX. -PROPOSED- -GRADE-- ARC GRA --ARC 36 INFILTRATORS OR EQUIV. ROOF Af RAINFALL ROOF AREA I STORMWATER CONTROL ARC36 NTS 9 CHAM APPROX. PROPOSED GRAD — — -- - - - - - - - - - - - - - - -- -- - -- ---HIGH-SEASOM ARC 36 INFILTRATORS ROOF AREA OR EQUIV. RAINFALL FR, ROOF AREA IV STORMWATER CONTROL ARC 36 LEA, NTS 4 CHAMBERS bUHEDULB, B (CON`T) 6 EXISTING DRAINAGE N —TR UGH ' EXISTING GRADE-EL. - a - 4-3 � SHALLOW PRESSURIZED DRAINFtLD IA OWTS UNDWATER EL---2',g' = - -N SANITARY DISPOSAL PROFILE sm LEem 500 GPO RATED_cA?MR D tit, NORWECO SIN MR NTS OR0UNDWATERi,64tba/c1- 23AMbs Ups BIO-KINETIC WASTEWATER- EVPiY TANK,BUOYANCE'm 11.4001ba TREATMENT SYSTEM 'BAtIASt RE4UlRED - 11,e40}ba 11,4001ba DRY WEIGHT CONC- 160 Id— PRONTO£S'XWX20'CONO PAD BULL"PED ® 140001ba s En a I Y L D :1 -- +7.3' - --PROP9S€D ` FET IT' 7020 — ROADSIDE ELEVATION- NTS f UNA UTIIORIZED ALTERATION OR'ADDITION TO STAMPEZ AND RELATED DOCUMENTS IS A ;VIOLATION OF SEC: -720! 7 0 c is D a N N N O U T N APPROXIMATELY 100cy OF SOIL TO BE REMOVED FOR INSTALLATION OF PROPOSED FOUNDATION BUILDABLE LAND = 9,800Sf AND STORMWATER CONTROL EXISTING TOWN SITE COVERAGE 3 APPROXIMATELY 30cy OF SOIL TO BE REMOVED . COMPONENT FOR INSTALLATION OF IA OWES AND PSD LEACHING FIELD TO HOUSE BE BY SCD SCED WITH REGULATIONS OF ASTM C33 SAND AS REQUIRED ENCLOSED PORCH APPROXIMATELY 75cy OF CLEAN FILL FOR REGRADING TO STEPS BE TRUCKED IN FROM AN APPROVED UPLAND SOURCE. TOTAL APPROXIMATELY 14cy OF THAT FILL TO BE WITHIN 100' PROPOSED TOWN SITE COVERAGE OF REGULATED WETLANDS BOUNDARY. COMPONENT ` HOUSE DECKS (1,289sf HOUSE FOOTPRINT, 95sf CA STAIRS TOTAL _ -CK 307sf %sf R EA TRATOR RS TING HOUSE SSE \ ECK TO REMOVED �. F 100 WETLANDS SETBACK SIDE DECK 89sf IA CONTROL PANEL ENTRY DECK 90sf — ENTRY STAIR 63sf 6" WIDE 32' -}- LONG RETAINING WALL �! 1 ' MAX HEIGHT PARKING AREA z ( 1 a) INFILTRATOR - - - - - -- - CHAMBERS .ao' _us _---_--- _ _ a --- - - -> INLET s' - _._..__ _V• N N O _4' --GRO o PROPOSED i/A SANITARY SYSTEM 8.5 ' —PARKING AREA 67 �~ / EXISTING 6 SCWA MAIN �l 88 v`1 . s� v� FlrLt��ooH ELEV i•130 RET WALL PROP ___ __ 81 - - — LINE -- —-- -TOW T �-- - -- - BOW 6't- - 4' — 2' ._ 9 A O C D v -o N r N PROPERTY-!OF TEAMC99A,,PROPERTIES, LLC 984,OAK AVE-` 3 SOUTHOLD, {NY-"-" SCTMf,'l000=77-'01=06 9,800 SF, GROUNDWATER„MANAGMENT,,ZONE IV, > DENSITY ,,300GPD/AC,-,(PRIVATE'WELL AND SANITARY DISPOSAL) PROPOSED'xSEPflC`SYSTEM:" ALTERNATIVE SYSTEM FOR NIGH GROUNDWATER ON1=' (1� 5408PDr�NORWECO;IA,,0WTS,- TWO (2)'',-2 -LONG.,PRESSURIZED`-SHALLOW DRAINFIELDS PARCEL'CURRENTLY;'SERVED,BY-SOVA.�. NEIGHBORING,:DWELLINGS CONNECTED TO SCWA SITE PLAN,BA5ED,'ON SURVEY-,BY, NATHAN-TAF -,CORWIN,�.(II�t ' DATED"5:15.•1'3•"" ""' 11 LAST`REVISED�,8:3.16;. ELEVATIONS-BASED ON 1988-NAVD PROJECT LIMITfNG FENCE ALO,NG', CONCRETE TROUGH � AT ,, EACH SIDE AND WOOD EDGING ADJACENT TO _ 'NO`N'l-TURF BUFFER AT WATER _moo DE REAR DE STAIR 5 i Jj ROOF A : (9) INFIL Via; CHAMBE EXIS 67,_9„ BE !_ 67'-4 „_ 4.8` e i vit 1lULli D '�,ll lJ jy 1 � 10 `- -ice \ \P.R .P OSE�D" / TO'R:Y � ` 4 R/ P 1N T FF cl AE EL. 7) ----------------------------- '- ONE X } 9WATER 2 ,YWELL 8.5 APPROX LOC ISTING SEPTIC E ABANDONED STORMWATER / CONNECT To DOWNSPOUTS EXISTING ASPHALT.' DRIVE AND CURBING ` 10 BE REMOVE - " y4 r SCHEDULE• B (CON' T) / • 11 0 H ` C D V 'O N N O - � P N O ' N N L G �R) 19'-8) � g,_7„ 55'-1 743-311 �` Uu.li D 12 07 rt ROOF AREA IV (4) INFILTRATOR CHAMBERS O O SECOND FLOOR FOOTPRINT 95sf NO FIRST FLOOR OR PATIO DECK BELOW O FIRST FLOOR BUILDING FOOTPRINT 6" WIDE 34'± LONG RETAINING WALL ZONE 1 . 5' MAX HEIGHT ROOF AREAS 8'Ox4' STORK DF s c m EX TO B SITE PLAN SCALE 1 : 10 Glenn Goldsmith, President Michael J. Domino, Vice -President John M. Bredemeyer III A. Nicholas Krupski Greg Williams Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, New York 11971 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-construckn,+W bole line%silt'boorri'/silt curtain 1St day of construction o Y2 constructed V When project complete, call for compliance inspection; PERMIT NO. 9642 BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK DATE: FEBRUARY 12, 2020 ISSUED TO: TEAMC99A PROPERTIES, LLC c/o CHRISTOPHER JOSEPH, MEMBER PROPERTY ADDRESS: 980 OAK AVENUE, SOUTHOLD SCTM# 1000-77-1-6 AUTHORIZATION 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 February 12, 2020, and in consideration of application fee in the sum of $250.00 paid by Team C99A Properties, LLC 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 demolish and remove existing dwelling, and construct new two-story, approximately 1,289 sf, single-family dwelling with approximately 307 sf waterside deck with +4' wide steps, 89 sf side deck, and 90 sf front entry deck with 63 sf stairway; install drainage system consisting of drywells and infiltrator chambers; raise existing grade with approximately 75 cy of clean sand fill to be trucked in from an approved upland source (approximately 14 cy to be placed within Chapter 275 jurisdiction); construct 6" wide x 12" high (max.) x +32' long easterly retaining wall and 6" wide x 18" high (max.) x +34' long westerly retaining wall; truck in an additional 30 cy of ASTM C33 sand to replace existing subsoil to be removed for installation of proposed UA sanitary system (located more than 100 feet from wetlands); and maintain existing, approximately 20' wide non -turf buffer adjacent to bulkhead. (Proposed pervious gravel parking area to be located more than 100 feet from wetlands); all as depicted on the site plan prepared by Sherman Engineering & Consulting P.A., last dated February 7, 2020; and stamped approved on February 12, 2020. 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 12th day of February, 2020. t+4 � 1 � 1 � � t 7 TERMS AND CONLB: IONS The Permittee TeamC99A Properties, LLC 980 Oak Avenue, Southold, New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: That the said Board of Trustees and the Town of Southold are released from any and all 'y 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. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 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. 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. 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 Michael J. Domino, Vice -President John M. Bredemeyer III A. Nicholas Krupski Greg Williams February 28, 2020 Robert E. Herrmann En -Consultants 1319'North Sea Road' Southampton, NY 11968 y�DUNV BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, New York 11971 Telephone (631) 765-1892 Fax (631) 765-6641 RE: TEAMC99A PROPERTIES, LLC 00' CHRISTOPHER JOSEPH, MEMBER 980 OAK AVENUE, SOUTHOLD SCTM# 1000-77-1-6 Dear Mr. Herrmann: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, February 12,, 2020 regarding the above matter: WHEREAS, En -Consultants on behalf of TEAMC99A PROPERTIES, LLC c/o CHRISTOPHER JOSEPH, MEMBER 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, appljcation dated July 3, 2019, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator.for their findings and + recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on January 15, 2020 and February 12, 2020 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, J WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will 'not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and, RESOLVED, that the Board of Trustees APPROVE the application of TEAMC99A PROPERTIES, LLC c/o CHRISTOPHER JOSEPH, MEMBER to demolish and remove existing dwelling, and construct new two-story, approximately 1,289 sf, single-family dwelling with approximately 307 sf waterside deck with +4' wide steps, 89 sf side deck, and 90 sf front entry deck with 63 sf stairway; install drainage system consisting of drywells and infiltrator chambers; raise existing grade with approximately 75 cy of clean sand fill to be trucked in from an approved upland source (approximately 14 cy to be placed within Chapter 275 jurisdiction); construct 6" wide x 12" high (max.) x +32' long easterly retaining wall and 6" wide x 18" high (max.) x +34' Tong westerly retaining wall;- truck in an additional 30 cy of ASTM C33 sand to replace existing_subsoil_to be removed for installation of proposed I/A sanitary system (located more than 100 feet from wetlands); and maintain existing, approximately 20' wide non -turf buffer adjacent to bulkhead. (Proposed pervious gravel parking area to be located more than 100 feet from wetlands); all as depicted on the site plan prepared by Sherman Engineering & Consulting P.A., last dated February 7, 2020; and stamped approved on February 12, 2020. 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 jeuly yours, Glenn Goldsmith President, Board of Trustees GG/dd • — OCTL S/ 2019 Southold Town 1— -1 ao �A_s_ Board of Trustoes we-\�v_1CL o ova c�bo�fi 6C.T 100® 19 A w p� s ASO Do _ e nv_e_ oy-l�ho1� 1 \'5 "'%4 %-Xk \aea C-r'Ao ck. r�rec- Co er . 3 OA� Rre n\re. `tsV n� ex - W ate' .— e- eew � J-1 0. �M2c�.ar1 =gip Ti `OO� 5to�'rn_,oy►n c�-�\a �c;z� AID_ Wiser ----------- - _- • -- — -- — --- -- - ------ 23. En -Consultants on behalf of TEAMC99A PROPERTIES, LLC, c/o CHRISTOPHER ------ JOSEPH, MEMBER requests a Wetland Permit to demolish and remove' existing dwelling, and construct a new two-story, approximately 1,289sq.ft. single-family dwelling with approximately 309sq.ft. of waterside deck with 4' wide steps, an 89sq. ft. side deck; and a 90sq.ft. front entry deck; install drainage system of gutters to leaders to drywells; raise existing grade within Chapter 275 jurisdiction with approximately 15 cubic yards of clean sand fill to be trucked in from an approved upland source (additional 149 cubic yards of clean fill to be placed outside Chapter 275 jurisdiction); and contain fill with a 12" wide by 70' long by 3.5' high (max.) retaining wall on east side of the property, and a 12" wide by 35' long by 5' high (max.) "L" shaped retaining wall on west side of property; proposed septic system, pervious gravel parking area, and railroad tie landscape steps to front entry deck to be located outside Chapter 275 jurisdiction. Located: -980 Oak Avenue, Southold. SCTM# 1000-77-1-6 POSTPONED I- -- - - --------- --- 0 4// PROPERTY OF TEAMC99A PROPERTIES, LLC 980 OAK AVE SOUTHOLD, NY SCTM# 1000-77-01-06 9,800 SF GROUNDWATER MANAGMENT ZONE IV DENSITY = 300GPD/AC (PRIVATE WELL AND SANITARY DISPOSAL) PROPOSED SEPTIC SYSTEM: ALTERNATIVE SYSTEM FOR HIGH GROUNDWATER ONE (1) 500GPD NORWECO IA OWTS TWO (2) 23' LONG PRESSURIZED SHALLOW DRAINFIELDS PARCEL CURRENTLY SERVED BY SCWA NEIGHBORING DWELLINGS CONNECTED TO SCWA SITE PLAN BASED ON SURVEY BY NATHAN TAFT CORWIN III DATED 5.15.13 LAST REVISED 8.3.16 ELEVATIONS BASED ON 1988 NAVD PROJECT LIMITING FENCE APPROXIMATELY 100cy OF SOIL TO BE REMOVED BUILDABLE LAND = 9,800sf PROP LINE 18x30 CONCAVE INLET _\ cn FOR INSTALLATION OF PROPOSED FOUNDATION 0- H H AND STORMWATER CONTROL EXISTING TOWN SITE COVERAGE PARKING AREA Ld APPROXIMATELY 30cy OF SOIL TO BE REMOVED COMPONENT AREA COVERAGE FOR INSTALLATION OF IA OWl'S AND PSD LEACHIWG FIELD TO HOUSE 763sf 8% BE REPLACED WITH 30cy OF ASTM C33 SAND AS REQUIRED ENCLOSED PORCH 187sf 2% BY SCDHS REGULATIONS. STEPS 1 7s NA APPROXIMATELY 75cy OF CLEAN FILL FOR REGRADING TO TOTAL 950sf 10% BE TRUCKED IN FROM AN APPROVED UPLAND SOURCE. O, 967sf w/ STAIRS APPROXIMATELY 14cy OF THAT FILL TO BE WITHIN 100' PROPOSED TOWN SITE COVERAGE PARKING OF REGULATED WETLANDS BOUNDARY. COMPONENT AREA COVERAGE ALONG CONCRETE TROUGH AT EACH SIDE AND WOOD EDGING ADJACENT TO 1 NON -TURF BUFFER AT WATER DE <\� REAR DECK 307sf r -'o STAIR 57sf ' Q / -p, ROOF AREA I � \ 00 C� ® \ 81,_4„ , \ \ OS 6 9'- 5„ 1, ,��� C'cl S � \ 67,-4" 9'- 7" 55'-11" BACKFILL WITH COARSE SAND AND GRAVEL GRADE EL. 7.5'f Ll CONTRIBUTING ROOF AREAS II & III 760sf RAINFALL FROM 2" STORM C=1*A= 2"/12*760sf=127cf 8'0 DRYWELL = 42.2cf/ft N - MIN. 3' OF 8'0 DRYWELL REQUIRED IPROVIDE (2) 8'Ox2' DEEP DRYWELL ® 7.5' GRADE EL. 4.6' HOUSE 1,384sf 14% iV (1,289sf HOUSE FOOTPRINT, 95sf CANTILEVERED UPPER FLOOR) i HIGH SEASONAL GROUNDWATER EL. 2.6' DECKS 486sf 5% STAIRS 23sf NA ROOF AREA II & III STORMWATER DRYWELL TOTAL 1,871 sf 19% NTS 1,991sf w/ STAIRS (9)INFILTRATOR CHAMBERS EXISTING HOUSE & DECK TO BE REMOVED 100' WETLANDS SE -BACK O SIDE DECK 89sf ,�D IA CONTROL PANEL ENTRY DECK 90sf ENTRY STAIR 63sf C �O \ / '\ 48 �� �, %� <v 6" WIDE, 32'± LONG \x/ 103") /� `� 6'�� \ , < ® RETAINING WALL 70 °Ft.,�� 1 ' MAX HEIGHT �0 �� PARKING AREA s / \ 'S' c 3'-10" I 0 . �� � � (10) INFILTRATOR CHAMBERS ROOF AREA IV �� �� `PR POSED 8c INLET (4) INFILTRATOR CHAMBERS TORY g F TP I NTS SECOND FLOOR—��� \ ,FF �� O �` \' FOOTPRINT OF-.c4N ° NO FIRST FLOOR PROF OR PATIO DECK BELOW I , I I I I �/ �� \ �� / �,/ SAN 11 �Q FIRST FLOOR �' ��� ,.�` `'�%,� 8'S PARKING AREA (67Z �. BUILDING O� I � , J�°�� ���.,-'�f�5 FOOTPRINT , i ��- -''�� '� „ \�� S/ 6" WIDE, 34'± LONG RETAINING WALL ZONE AE (EL. . -7) ---._._..._._.- s < ---------- I 5'MAX HEIGHT 121 �`Q 9.0 Q�EXISTING 6 ZONE o X 5 ROOF AREAS II & III 2 8'Ox4' STORMWATER < DRYWELL o �\ STE PLAN SCALE 1: 10 APPROX LOC � i EXISTING SEPTIC TO BE ABANDONED STORMWATER CONNECT TO DOWNSPOUTS EXISTING ASPHALT DRIVE AND CURBING TO BE REMOVED SCWA MAI N 5 �\ 8.5 / l / .9 / 9.1\ / Ld Z J 10' o O: r3i 6' 4' IGH SEASONAL EXISTING DRAINAGE TROUGH EXISTING GRADE EL. 7.5't SHALLOW PRESSURIZED DRAINFIELD 2' GROUNDWATER EL. 2.6' = - 0' SANITARY DISPOSAL PROFILE TANK ESTIMATED TO BE 6' INTO GROUNDWATER 500 GPD RATED CAPACITY SUBMERGED VOLUME - 180d NORWFCO SINGIII AIR TROU GH STORMWATER CHAMBERS w Z J w IL O T -- --- ---- -- 2' - - — --- -- ---- -- — --- -- --------- ----- -- o -- F E B 1 0 2020 ROADSIDE ELEVATION - N TS UNAUTHORIZED ALTERATION OR ADDITION TO STAMPED DRAWINGS AND RELATED DOCUMENTS ISA VIOLATION OF SEC. 7209 OF THE N. Y.S. ED UCATIONLA W w � 00 Wa �D coo cl ���wco o �zz0� W O8 ® JD.9 1't s�0 V W � ® ENG W > Q Q 0 0 000 g) PROP LINE 18x30 CONCAVE INLET _\ cn 0- 0- H H 0 PROPOSED GRADE PARKING AREA Ld — — — — — EXISTING GRADE 8 _-- I Illif,llii is ditu d4iC 1'�.11el �uitdf� y iil M{f 6�$i, — - �$.I eB$Fil _ill it l if l,m 6 ' APPROX EXISTING GRADE - - - 4 HIGH SEASONAL GROUNDWATER EL. 2.6' =_ 2' ARC 36 INFILTRATORS m O U OR EQUIV. -- O, m o PARKING AREA 672sf PARKING AREA STORMWATER CONTROL RAINFALL FROM 2" STORM Y C=0.9*1*A= 0.9*2"/12*672sf=101 cf NTS Q ARC 36 LEACHING CHAMBER = 10.7cf 10 CHAMBERS REQUIRED � U --- --- - -- -- - - -- --- Oz z APPROX. PROPOSED GRAD z - 6' UW — — — — — — — — — — — — — — —1 T I N G D GRA E - , 4 ;,.. HIGH SEASONAL GROUNDWATER EL. 2.6' _ 2' dl Ol Ol dl N CD ARC 36 INFILTRATORS _/ OR EQUIV. ROOF AREA I = 580sf Ci' m Ln RAINFALL FROM 2" STORM ROOF AREA I STOWWATER CONTROL C=1*A= 2"/12*580sf=96cf ARC 36 LEACHING CHAMBER = 10.7cf NTS 9 CHAMBERS REQUIRED ri rH N - - lo' rn ,-a o 0 r -i N m APPROX. PROPOSED GRADE- _ — ExISTiNc GRADE - 4> u$d., 1 �k>'1k131 - - HIGH SEASONAL GROUNDWATER EL. 2.6' ARC 36 INFILTRATORS ROOF AREA IV = 244sf OR EQUIV. RAINFALL FROM 2" STORM C=1*A= 2"/12*244sf=41 cf ROOF AREA IV STORMWATER CONTROL ARC 36 LEACHING CHAMBER =: 10.7cf NTS 4 CHAMBERS REQUIRED EXISTING DRAINAGE TROUGH EXISTING GRADE EL. 7.5't SHALLOW PRESSURIZED DRAINFIELD 2' GROUNDWATER EL. 2.6' = - 0' SANITARY DISPOSAL PROFILE TANK ESTIMATED TO BE 6' INTO GROUNDWATER 500 GPD RATED CAPACITY SUBMERGED VOLUME - 180d NORWFCO SINGIII AIR TROU GH STORMWATER CHAMBERS w Z J w IL O T -- --- ---- -- 2' - - — --- -- ---- -- — --- -- --------- ----- -- o -- F E B 1 0 2020 ROADSIDE ELEVATION - N TS UNAUTHORIZED ALTERATION OR ADDITION TO STAMPED DRAWINGS AND RELATED DOCUMENTS ISA VIOLATION OF SEC. 7209 OF THE N. Y.S. ED UCATIONLA W w � 00 Wa �D coo cl ���wco o �zz0� W O8 ® JD.9 1't s�0 V W � ® ENG U)co W > Q Q 0 0 000 g) U) cn 0- 0- H H 0 (f) 0 0- 0 Ld cn U) LIQ co U' m m O U O U O U O U m o w z Y U W O Q Ld O � U U)co W > Q Q 0 0 000 g) U) cn 0- H H H H (f) 0 0- 0 n U) LIQ co O U O U O U O U H zzzzz000 W O O O O Oz z z z 000 UW W W W HHH 0 Ol dl Ol Ol dl N CD E -I Ln Ci' m Ln . co — [— r --I r- • ri rH N >d" rn rn ,-a o 0 r -i N m fit' In Q0 r - 0 LiJ o -- o 00 C'j Z ZO Q w J M O Q U 0 (/) Z Q ry 0 Ld n 6 z Q Of W > Q Q 0 0 000 g) >- Z 0 = I— m Q 0- L1J �-- Q LLJ (f) 0 0- 0 n 0 LiJ o -- o 00 C'j Z ZO Q w J M O Q U 0 (/) Z Q ry 0 Ld n 6 z Q Of P/0 I UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN: ONLY TO THE PERSON FOR WHOM THE SURVE,� IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND I' LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS I AND/OR EASEMENTS OF,RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. SURVEY OF LOT 297 & LOTS 298, 299 & 300 MAI' OF BAY ESTATES FILED NOVEMBER 13, 1934 SITUATE SOUTHOLD GOOSE FILE No. 1176 TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000— 7-01 —06 SCALE 1 "=30' MAY 15, 2013 AUGUST 3, 2016 UPDATE SURVEY AREA = 9,800 sq. ff. 0.225 ac. JUL CER TIFIED TO: TEAMC99A PROPERTIES, LLC E � V 3 2019 NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: so F.FL - FIRST FLOOR G.FL. - GARAGE FLOOR TB - TOP OF BULKHEAD BB - BOTTOM OF BULKHEAD 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO166H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY —NLEN.YORK STATE LAND TITLE ASSOCIAT Lic. No. 50467 Nathan Taft Corwin III Land Surveyor Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 Michael J. Domino, Pre! t John M. Bredemeyer III, Vice-rresident Glenn Goldsmith A. Nicholas Krupski Greg Williams BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1892 Fax (63 1) 765-6641 Date/Time: Completed in field by: En -Consultants on behalf of TEAMC99A PROPERTIES, LLC, c/o CHRISTOPHER JOSEPH, MEMBER requests a Wetland Permit to demolish and remove existing dwelling, and construct a new two-story, approximately 1,289sq.ft. single-family dwelling with approximately 309sq.ft. of waterside deck with 4' wide steps, an 89sq. ft. side deck; and a 90sq.ft. front entry deck; install drainage system of gutters to leaders to drywells; raise existing grade within Chapter 275 jurisdiction with approximately 15 cubic yards of clean sand fill to be trucked in from an approved upland source (additional 149 cubic yards of clean fill to be placed outside Chapter 275 jurisdiction); and contain fill with a 12" wide by 70' long by 3.5' high (max.) retaining wall on east side of the property, and a 12" wide by 35' long by 5' high (max.) "L" shaped retaining wall on west side of property; proposed septic system, pervious gravel parking area, and railroad tie landscape steps to front entry deck to be located outside Chapter 275 jurisdiction. Located: 980 Oak Avenue, Southold. SCTM# 1000-77-1-6 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 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 f Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: 1 II Type of Application: Pre -Submission Administrative Coastal Erosion Emergency _ Survey:5 5 years: Y/N Wetland Line by: Setback Waiver Required Unlisted Action _Amendment Wetland Violation Non -Jurisdiction Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: to i 5" n61i$P �U��°GSW , `�/l�t�t Q0._ "'n ne°vv I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J7G.' redemeyer Williams Other C.E.H.A. Line Domino l G. Goldsmith Krupski Michael J. Domino, President John M. Bredemeyer III, Vice -President Glenn Goldsmith A. Nicholas Krupski Greg Williams Si3FFOL/rcD y� y T W_ 4- , � Sao BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: Jamie Richter & Michael Collins Town Engineers FROM: Michael Domino, President Board of Trustees DATE: October 17, 2019 RE: TEAMC99A PROPERTIES, LLC 980 OAK AVENUE, SOUTHOLD SCTM#: 1000-77-1-6 Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1892 Fax (631) 765-6641 The Board of Trustees are in the process of reviewing an application for the above referenced property to demolish existing dwelling and construct a new dwelling with decks, install gutters to leaders to drywells, raise the grade by adding fill, and construct retaining walls for the fill and new sanitary system (project description attached). The Board has concerns regarding the proposed 164 cubic yards of fill being brought onto the property and graded out as well as the proposed retaining walls, and if there is sufficient drainage for stormwater runoff. The Board of Trustees are requesting that the Town's Engineering Department review the attached project and drainage plans as the Board have reservations about the long term impact on the creek. Attached are the proposed retaining wall plans prepared by Bruce Nagel, Architect, last dated September 4, 2019, and proposed drainage plans prepared by Matthew Sherman, Engineer, last dated September 25, 2019. If you have any questions regarding the engineering plans, please do not hesitate to contact Matthew Sherman at 631-831-3872 or our office. If you require any additional information, please don't hesitate to ask. Attachments BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: , 2 °0 Completed in field by: En -Consultants on behalf of TEAMC99A PROPERTIES, LLC, c/o CHRISTOPHER JOSEPH, MEMBER requests a Wetland Permit to demolish and remove existing dwelling, and construct a new two-story, approximately 1,289sq.ft. single-family dwelling with approximately 309sq.ft. of waterside deck with 4' wide steps, an 89sq. ft. side deck; and a 90sq.ft. front entry deck; install drainage system of gutters to leaders to drywells; raise existing grade within Chapter 275 jurisdiction with approximately 15 cubic yards of clean sand fill to be trucked in from an approved upland source (additional 149 cubic yards of clean fill to be placed outside Chapter 275 jurisdiction); and contain fill with a 12" wide by 70' long by 3.5' high (max.) retaining wall on east side of the property, and a 12" wide by 35' long by 5' high (max.) "L" shaped retaining wall on west side of property; proposed septic system, pervious gravel parking area, and railroad tie landscape steps to front entry deck to be located outside Chapter 275 jurisdiction. Located: 980 Oak Avenue, Southold. SCTM# 1000-77-1-6 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 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_Z Ch. 111 SEQRA Type: 1 II _ Type of Application: Pre -Submission Administrative Coastal Erosion Emergency _ Survey <_ 5 years: Y/N Wetland Line by: Setback Waiver Required Unlisted Action _Amendment Wetland Violation Non -Jurisdiction Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: W I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J. Bredemeyer G. Williams M. Domino Other C.E.H.A. Line G. Goldsmith N. Krupski >gle Earth Figure 1. Aer., 980 94 Ave jAb IN, 200 tt X � r fW��'k r. . _,» u 41 rl Figure 3. Looking north toward subject bulkhead and Goose Creek from west side of existing dwelling to be replaced. Figure 4. Looking south from Goose Creek over existing bulkhead toward existing dwelling to be demolished and replaced with new two-story dwelling. �k _ un/ r lam+ 3A(c) 151 5 --to -- --- --- _ _ ----- _ � AlE_ to 1] 1 12ow" Glenn Goldsmith, Chairman Board of Trustees Town of Southold P.O. Box 1179 Southold, NY 11971 Re: TEAMC99A PROPERTIES, LLC, 980 Oak Avenue, Southold Dear Mr. Goldsmith: February 7, 2020 E FEB 1 0 i 2020 ti Pursuant to our discussion during the public hearing on January 15, 2020, the site design has been further revised as described below and depicted on the revised site plan prepared by Sherman Engineering & Consulting P.A., last dated February 7, 2020, three (3) copies of which are enclosed herewith: 1) The proposed "UA" sanitary system, consisting of a Norweco Singulair Bio -kinetic Wastewater Treatment System (OWTS), has been modified to include two (2) 23' long pressurized shallow drainfields in place of the previously proposed leaching pools. 2) The -grading scheme now proposes a maximum increase in grade of less than 2 feet; and the proposed volume of fill required to attain the proposed grades has been further reduced to 75 cubic.,yards, approximately 14 cy of which would be placed within 100 feet of wetlands. The total volume of -soil "material to be trucked in from an approved upland source will be approximately 105 cy, as an additional 30 cy of clean sand material is required to replace the existing subsoils beneath the proposed drainfields, 3) In -order to mitigate the proposed grade slope approaching_the,existing_road drainage troughs and side property lines, retaining walls have been, added back to the design, _including an approximately 32' long wall on the east side of the property ,with,••a: rmaximurr-=height-of approximately12'-inches; and an approximately 34' _all -on_the�,west„side of the property with a maximum height of approximately 18 inches. 4) As, the Board requested,jhg,plan.now, also, includes,a,roadside__elevation,.profile-extending-from one side property line to the other, which depicts the existing and_ .propgsed_grades and_proposed retaining walls. Although we trust these additional plan revisions will satisfy the Board's concerns, please let me know if you require any additional information prior to the continuation of the public hearing next week. yours, Robe"rt'E. Herrmann Coastal Management Specialist Enclosures 1319 North Sea Road I Southampton, New York 11968 1 p 631 283 6360 1 f 631.283.6136 www.enconsultants com environmental consulting Glenn Goldsmith, Chairman Board of Trustees Town of Southold P.O. Box 1179 Southold, NY 11971 O EN -CONSULTANTS JAN 1 3 2020 Re: TEAMC99A PROPERTIES, LLC, 980 Oak Avenue, Southold Dear Mr. Goldsmith: January 13, 2019 In response to the Board's additional comments and concerns expressed during field inspection of the property on December 4, 2018, particularly to the previously proposed grade increase and associated 5' high retaining wall, the site design has been revised as described below and depicted on the revised site plan prepared by Sherman Engineering & Consulting P.A., last dated January 13, 2020, three (3) copies of which are enclosed herewith: 1) The proposed volume of fill, which was previously reduced from 700 to 400 to 164 cubic yards, has been further reduced to 100 cubic yards (±14 cy within 10,0 feet of wetlands) to achieve a reduced increase in existing grades to a maximum of 18 to 30 inches over the proposed sanitary system. 2) The previously proposed means of access to the front of the house, including a more substantially raised grade and landscape steps, has been replaced by proposed front entry stairs. 3) The previously proposed conventional septic system has been replaced with a proposed "UA" sanitary system, consisting of a Norweco Singulair Bio -kinetic Wastewater Treatment System (OWTS). 4) The drainage system has been modified to include a single storm drywell and three arrays of shallow infiltrator chambers to capture roof runoff and surface runoff from the proposed parking area. Please note that the lot coverage calculations have also been updated to reflect the area (95 sf) of the proposed cantilevered second floor not overhanging any proposed structural areas below it. The proposed second floor overhang was previously depicted and labeled but not accounted for in lot coverage. Although we hope that these plan revisions will satisfy the Board's concerns, please let me know if you have any questions or require any additional information prior to opening the public hearing. Coastal Management Specialist Enclosures 1319 North Sea Road I Southampton, New York 11968 1 p 631.283.6360 1 f 631.283.6136 www.enconsultants.com environmental consulting Cantrell, Elizabeth From: Robert Herrmann <rherrmann@enconsultants.com> Sent: Tuesday, December 10, 2019 3:31 PM To: Cantrell, Elizabeth Cc: DiSalvo, Diane; Michael Domino Subject: TEAMC99A, 980 Oak Avenue Elizabeth, In response to comments and recommendations made by the Board on site during field inspections last week, the project architect and engineer are going to again reexamine the site design with respect to proposed elevations/ grading and the proposed sanitary system. Therefore, we would like to postpone the public hearing until January 15th with the hope of being able to complete and submit revised plans for the Board's review prior to January field inspections. Please confirm. Thanks, 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 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. November 8, 2019 Mike Domino, Chairman Board of Trustees Town of Southold P.O. Box 1179 Southold, NY 11971 Re: TEAMC99A Properties, LLC Dear Mr. Domino: In response to the Board's request that the site plan be reviewed by the Town Engineer prior to opening the public hearing, the project engineer has been conferring with Jamie Richter regarding stormwater design. Pursuant to those conversations, stormwater control measures have been incorporated into a revised site plan prepared by Sherman Engineering and Consulting, last dated November 7, 2019, three (3) copies of which are attached hereto. A copy of the site plan has also been delivered to Mr. Richter, who is hopefully in the process of reviewing it. It is our hope that we will receive his feedback prior to next Wednesday's Trustees meeting so that we can move forward with the public hearing at that time. Should you have any questions or require any additional information in the meantime, please let me know. yours, Robert EfIerrmnn Coastal Management Specialist Enclosures ! NOV 8 2019 1319 North Sea Road I Southampton, New York 11968 1 p 631283.6360 1 f 631.283 6136 wwwenconsultants.com environmental consulting SCOTT A. RUSSELL SUPERVISOR TOWN HALL - 53095 MAIN ROAD Tel (631) - 765 — 1560 MICHAEL COLLINS@TOWN SOUTHOLD NY US JAMES A. RICHTER, R.A. MICHAEL M. COLLINS, P.E. TOWN OF SOUTHOLD, NEW YORK 11971 Fax (631) - 765 — 9015 JAMIE RICHTER@TOWN SOUTHOLD NY US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD Michael Domino — President October 22, 2019 Southold Town Board of Trustees 53095 Main Road Southold, New York 11971 Re. TEAMC99A Properties Site Plan Review 980 Oak Avenue, Southold, NY SCTM # 1000- 77 — 01 - 6 Dear Mr. Domino: As per a request from your office I have reviewed the site plan prepared by the office of Sherman Engineering & Consulting P A , dated 9/25/19 Please consider the following: 1. There are two (2) individual concrete drainage trenches located on either side of the above referenced property These drainage swales have been inexistence for a very longtime and should be allowed to continue draining the community road system 2. Any and all new grading, filling and/or site contouring should be aware of these existing drainage systems and any site runoff from new development must not be directed to these existing trough systems. 3 The Drainage Design proposed for the new residence meets the minimum requirements of Chapter 236 but the design is not complete. There is a note indicating a new pervious gravel parking area. • The first problem is that stone blend on grade is not considered to be pervious. Details will need to be provided to show how this pavement would be constructed to meet the design standard of 5 gal. / Sq Ft. / Min • The second problem is that it is proposed very close to or on top of the new sanitary system. Surface drainage that close to the new sanitary system would not be approved by the SCDHS 4. All Downspout locations from the required gutter system should be shown and drainage piping must be shown to indicate how the roof run-off will be directed to the proposed drywells 5. There was also a reference to 164 C.Y. of Fill for this project. This amount would be equivalent to a two foot lift in the front yard It also appears that the perimeter of the new residence will also be receiving fill and therefore this amount of fill (less than 2" high) does not appear excessive. I would however recommend that No fill be allowed north of the proposed 309 S. F Deck. If you have any questions concerning this matter, peas contact,my office. 611 A Richter, R.A Fater Manager Cantrell, Elizabeth From: Robert Herrmann <rherrmann@enconsultants.com> Sent: Wednesday, September 25, 2019 1:15 PM To: Cantrell, Elizabeth Subject: RE: teamC99A Liz, when Matt Sherman rechecked the fill volume calculations, he found that the volume of fill needing to be trucked in for proposed grades has actually been reduced to 164 cy with only 15 cy of that fill to be situated within 100 feet of bulkhead/wetlands. Thus, the revised project description is below, and I will deliver replacement copies of the site plan by tomorrow. Demolish and remove existing dwelling, and construct new two-story, approximately 1,289 sf, single-family dwelling with approximately 309 sf waterside deck with 4' wide steps, 89 sf side deck, and 90 sf front entry deck; install drainage system of leaders, gutters, and drywells; raise existing grade within Chapter 275 jurisdiction with approximately 15 cy of clean sand fill to be trucked in from an approved upland source (additional 149 cy of clean fill to be placed outside Chapter 275 jurisdiction); and contain fill with a 12" wide x 70' long x 3.5' high (max.) retaining wall on east side of the property and a 12" wide x 35' long x 5' high (max.) "L" -shaped retaining wall on west side of property, all as depicted on the site plan prepared by Sherman Engineering & Consulting P.A., last dated September 25, 2019. Proposed septic system, pervious gravel parking area, and railroad tie landscape steps to front entry deck to be located outside Chapter 275 jurisdiction. From: Cantrell, Elizabeth [ma iIto: elizabethc@town.southold.ny. us] Sent: Tuesday, September 24, 2019 11:58 AM To: 'Robert Herrmann' Subject: RE: teamC99A Ok. thank you. From: Robert Herrmann <rherrmann@enconsultants.com> Sent: Tuesday, September 24, 2019 11:57 AM To: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> Subject: RE: teamC99A Shoot, yes, I actually meant to email you a completely revised project description since this was never noticed, so I can do that today. From: Cantrell, Elizabeth [mailto:elizabethcPtown.southold.ny.us] Sent: Tuesday, September 24, 2019 11:34 AM To: 'Robert Herrmann' Subject: RE: teamC99A In reading your cover letter received today, I see the fill was lowered from 700 to 400 cu.yds In your original project description it reads (700 cubic yards total, including 675 cubic yards to be placed outside Chapter 275 jurisdiction). I am assuming this is changing to 400, but what number would replace the 675?. Can you please advise me of the revised verbiage. Thank you. From: Robert Herrmann <rherrmann@enconsultants.com> Sent: Tuesday, September 24, 2019 11:27 AM To: Cantrell, Elizabeth <elizabethc@town.southold.ny.us> Subject: RE: teamC99A Great news, thank you Liz. From: Cantrell, Elizabeth [maiIto: elizabethcO)town.southold.ny.us] Sent: Tuesday, September 24, 2019 11:24 AM To: rherrmann(a)enconsultants.com Subject: teamC99A Rob, Amanda has reviewed the revised plans received 9/24/19 and they are in compliance with Town Code. The Trustees office can now proceed with your application. id,,M Senior Clerk Typist Town of Southold Board of Trustees 631-765-1892 2 At EN -CONSULTANTS Mike Domino, Chairman Board of Trustees Town of Southold P.O. Box 1179 Southold, NY 11971 Re: TEAMC99A PROPERTIES, LLC, 980 Oak Avenue, Southold Dear Mr. Domino: September 23, 2019 DlE"----•--r_`--- `, EP 2 4 S i +; 2019 ,, l Please be advised that pursuant to communications with the Building Department, the proposed design for - the reconstructed dwelling on the captioned property has been modified to bring its vertical components, into compliance with code, as depicted on the enclosed elevation plans (Sheets A200, A201, and A202) prepared by Bruce Nagel + Partners Architects, last dated September 4, 2019. (I've included two copies, one to forward to the Building Department and one for your file). Although neither the location nor footprint of the originally proposed structure has changed, the site plan has been revised because the reduction in elevation/height of the proposed dwelling by two feet has resulted in a similar reduction in the elevation of the associated retaining walls and fill and a reduction in the volume of proposed fill from 700 to 400 cubic yards, all as depicted on the revised site plan prepared by Sherman Engineering & Consulting P.A., last dated September 19, 2019, four (4) copies of which are enclosed herewith. And in response to your August 291h email, wherein you indicated that the locations of the retaining walls were difficult to discern, the revised site plan has been drawn to a larger scale; and I have additionally enclosed two copies of a retaining wall plan prepared by Bruce Nagel + Partners Architects (Sheet A504). Also in response to your August 29th email, please note that the use of a low -nitrogen system was considered but ruled out for several reasons. First, in connection with the permit approvals previously obtained by the prior owners, the proposed conventional septic system was already designed and approved by the Suffolk County Department of Health Services, and the applicant would thus like to avoid the additional costs associated with the engineering, re -permitting, and installation of an UA system. Moreover,,after reducing the heights of the building and thus the elevations of the associated retaining walls and fill, installation of an UA system would necessitate the re -raising of those elevations, which we very much wish to avoid. However, the proposed conventional system is to be located farther from Goose Creek than the existing system such that it will be located well outside Chapter 275 jurisdiction and sufficiently elevated above the water table to avoid adverse impacts on groundwater. Should you have any questions or require any additional information, please let me know. yours, Robe. Herrmann Coastal Management Specialist Enclosures 1319 North Sea Road I Southampton, New York 11968 1 p 631.283.6360 1 f 631.283.6136 www enconsultants.com environmental consulting OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY 11971 MAILING ADDRESS: P.O. Box 1179 Southold, NY 11971 Telephone: 631765-1938 Fax: 631765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: October 10, 2019 Re: LWRP Coastal Consistency Review for TEAMC99A PROPERTIES, LLC, c/o CHRISTOPHER JOSEPH, MEMBER SCTM# 1000-77-1-6 There is no ability to relocate the structure outside of the FEMA flood zone AE EL 7 due to parcel size. En -Consultants on behalf of TEAMC99A PROPERTIES, LLC, c/o CHRISTOPHER JOSEPH, MEMBER requests a Wetland Permit to demolish and remove existing dwelling, and construct a new two-story, approximately 1,289sq.ft. single-family dwelling with approximately 309sq.ft. of waterside deck with 4' wide steps, an 89sq. ft. side deck; and a 90sq.ft. front entry deck; install drainage system of gutters to leaders to drywells; raise existing grade within Chapter 275 jurisdiction with approximately 15 cubic yards of clean sand fill to be trucked in from an approved upland source (additional 149 cubic yards of clean fill to be placed outside Chapter 275 jurisdiction); and contain fill with a 12" wide by 70' long by 3.5' high (max.) retaining wall on east side of the property, and a 12" wide by 35' long by 5' high (max.) "L" shaped retaining wall on west side of property; proposed septic system, pervious gravel parking area, and railroad tie landscape steps to front entry deck to be located outside Chapter 275 jurisdiction. Located: 980 Oak Avenue, Southold. SCTM# 1000-77-1-6 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 CONSISTENT with the LWRP policies and therefore CONSISTENT with the LWRP provided the following is considered meet Policy 6. 1. Require that the non -turf buffer is vegetated. 2. Require the installation of an I/A OWTS. 3. Verify that the retaining wall on the east side of the parcel will not adversely disrupt or alter storm water drainage patterns 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 gltFFO4/.ed� Peter Young, Chairman Q �� N Lauren Standish, Secretary Conservation Advisory Council Town of Southold Town Hall, 53095 Main Rd. P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1889 Fax (631) 765-1823 At the meeting of the Southold Town Conservation Advisory Council held Thurs., August 8, 2019 the following recommendation was made: Moved by John Stein, seconded by Peter Young, it was RESOLVED to SUPPORT the application of TEAMC99A PROPERTIES, LLC to demolish and remove existing dwelling and construct new two-story, approx. 1,289 sf., single family dwelling with approx. 309 sf. waterside deck with 4' wide steps, 89 sf. side deck and 90 sf. front entry deck; install drainage system of leaders, gutters and drywells; raise existing grade with approx. 25 cy. of clean sand fill to be trucked in from an approved upland source and placed within Ch. 275 jurisdiction; and contain fill with two 12"X 4' high (max.) retaining walls. Located: 980 Oak Ave., Southold. SCTM#77-1-6 Inspected by: John Stein, Peter Young The CAC Supports the application and recommends a permeable driveway. Vote of Council: Ayes: All Motion Carried Michael J_ Domino, President John M. Bredemeyer, III, Vice -President Glenn Goldsmith A Nicholas Krupski Greg Williams SUFFO(,t- � �4F oozy, o - �n r 4 � d 0!' Town Hall Annex 54378 Route 25 P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1892 Fax (631) 765-6641 S0UTHOLD TOWN BOARD OF TRUSTEES TO: SOUTHOLD TOWN BUILDING DEPARTMENT RE: VERIFICATION OF BUILDING DEPARTMENT PERMIT REQUIREMENTS SCTM#: -7 '7-1_(p ., r Property Owner Name: � I .1111 '_ - Date Sent to Bldg. Dept: �i� I�3u� y c..: e i �• .� The Office of the Board of Trustees is forwarding the above referenced application for verification of the Building Department's permitting requirements stated below: YES NO Will the proposed project require a Building Permit? Will the proposed project require a variance determination from the Zoning Board of Appeals? Will any part of this application be considered a Demolition as described under Town Code? COMMENTS: ) Q c trn D hao j Michael J. Domix —resident resident John M. Bredemeyer 1--y-. ice -President Glenn Goldsmith A. Nicholas Krupski Greg Williams BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Town Hall Annex _ - 54375 Route 25 P.O. Box 1179 Southold, New York 11971 Telephone (631) 765-1892 Fax (631) 765-6641 Coastal Erosion Permit Application Wetland Permit Application Administrative Permit :rt Amendment/Transfer/Extension Received Application: 1. 34q Received Fee: $ 96'0.00 completed Application: .�i. Incomplete: SEQRA Classification: Type I Type II / Unlisted Negative Dec. Lead Agency Determination Date: —/Coordination: (date sent): —LWRP Consistency Assessment Form Sent: 7—CAC Referral Sent: 7,A1q Date of Inspection: Receipt of CAC Report: _/ Technical Review: Public Hearing Held: j -1 Resolution: q-,adq Name of Applicant TEAMC99A PROPERTIES, LLC c/o Chnstopher Joseph, Member Address 24 Jaynes Way, Wading River, NY 11792 Phone Number: (631) 804-2841 Suffolk County Tax Map Number: 1000 - 77-1-6 Property Location: 980 Oak Avenue, Southold (property is located on west side of Oak Avenue, 60' north of Hickory Avenue) (provide LILCO Pole #, distance to cross streets, and location) AGENT: (If applicable) En -Consultants Address: 1319 North Sea Road, Southampton, NY 11968 Phone: 631-283-6360 Positive Dec. Ez P �tl 17 t� � �I JUL 3 2019 Land Area (in square feet): 9,800 sf Area Zoning: R-40 Board of Trustees 1 :Aicatiori GENERAL DATA Previous use of property: Residential, one-story, single-family dwelling Intended use of property: Same, with two-story, single-family dwelling 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 Yes X 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 Wetlands #5692 (bulkhead) Southold Wetlands #8664 (dwelling reconstruction) Southold Wetlands #9376 (dock) 1-22-03 8-19-15; extended 8-16-17; transferred 10-18-17 (expires 8-19-19) 12-12-18 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): Demolish and remove existing dwelling, and construct new two-story, approximately 1,289 sf, single-family dwelling with approximately 309 sf waterside deck with 4' wide steps, 89 sf side deck, and 90 sf front entry deck; install drainage system of leaders, gutters, and drywells; raise existing grade with approximately 25 cy of clean sand fill to be trucked in from an approved upland source and placed within Chapter 275 jurisdiction (700 cy total, including approximately 675 cy to be placed outside Chapter 275 jurisdiction); and contain fill with two 12" x 4' high (max.) retaining walls, all as depicted on the site plan prepared by Sherman Engineering & Consulting P.A., last dated June 24, 2019. Proposed septic system, pervious gravel parking area, and railroad tie landscape steps to front entry deck to be located more than 100 feet from wetlands and outside Chapter 275 jurisdiction. Board of Trustees Apr, J ation WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: To replace an aging dwelling and sanitary system with a new dwelling and upgradeed sanitary system. Area of wetlands on lot Percent coverage of lot: 0 square feet 0 oio Closest distance between nearest existing structure and upland edge of wetlands 67'-4" feet (enclosed porch) Closest distance between nearest proposed structure and upland edge of wetlands: 67'-9" feet (deck) Does the project involve excavation or filling? N o X Yes If yes, how much material will be excavated? +/-100 cubic yards (installation of new foundation, septic, and drainage) How much material will be filled? +/-700 cubic yards (+/-25 cy within 100' of wetlands) Depth of which material will be removed or deposited: +/-8 feet Proposed slope throughout the area of operations: Manner in which material will be removed or deposited: Standard construction practices. Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): The site is presently characterized by a single family dwelling with an enclosed porch located approximately 67 feet from the seaward face of an existing bulkhead, which is equipped with an antiquated septic system and has no drainage system to collect roof runoff. The proposed dwelling has a larger footprint but is located approximately 74 feet from the bulkhead with a deck located approximately 6 inches farther landward than the existing porch. The new dwelling would be equipped with a drainage system of leaders, gutters, and drywells to collect and recharge roof runoff, and an upgraded sanitary system will be located farther landward than the existing septic system, at least 120 feet from the surface waters of Goose Creek and outside Chapter 275 jurisdiction. And the existing 20' wide, approximately 1,400 sf non -turf buffer will be maintained adjacent to the bulkhead to provide a permanent sink and filter for potential upland contaminants before they can enter Goose Creek. Therefore, the proposed site redevelopment and its incorporated mitigation measures will protect groundwater quality and supply and will not adversely impact the quality or function of the surrounding surface waters of Goose Creek or associated tidal wetland ecosystem. I 1 t' 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I - Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding, are subject to public review, and may be subject to further verification. Complete Part I based on information currently available. If additional research or investigation would be needed to fully respond to any item, please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency, attach additional pages as necessary to supplement any item. Part I - Project and Sponsor Information Name of Action or Project: TEAMC99A PROPERTIES LLC Residence Project Location (describe, and attach a location map): 980 Oak Avenue, Southold, Suffolk County; SCTM #1000-77-1-6, property is located on west side of Oak Avenue, 60' north of Hickory Avenue, refer to provided maps. Brief Description of Proposed Action: Demolish and remove existing dwelling, and construct new two-story, approximately 1,289 sf, single-family dwelling with approximately 309 sf waterside deck with 4' wide steps, 89 sf side deck, and 90 sf front entry deck; install drainage system of leaders, gutters, and drywells, raise existing grade with approximately 25 cy of clean sand fill to be trucked in from an approved upland source and placed within Chapter 275 jurisdiction (700 cy total, including approximately 675 cy to be placed outside Chapter 275 jurisdiction); and contain fill with two 12" x 4' high (max.) retaining walls, all as depicted on the site plan prepared by Sherman Engineering & Consulting P.A., last dated June 24, 2019. Proposed septic system, pervious gravel parking area, and railroad tie landscape steps to front entry deck to be located more than 100 feet from wetlands and outside Chapter 275 jurisdiction. Name of Applicant or Sponsor: TEAMC99A PROPERTIES, LLC Telephone: 631-804-2841 E -Mail: chjI@optonline.net c/o Christopher Joseph, Member Address. 24 Jaynes Way City/PO: State: Zip Code - Wading River NY 11792 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 Letter of Non -Jurisdiction, Suffolk County Department of Health Services X 3.a. Total acreage of the site of the proposed action? 9,800 sf acres b. Total acreage to be physically disturbed? <9,000 sf acres c Total acreage (project site and any contiguous properties) owned or controlled by the applicant or project sponsor? 9,800 sf acres 4. Check all land uses that occur on, adjoining and near the proposed action. ❑ Urban ❑ Rural (non -agriculture) ❑ Industrial ❑ Commercial ® Residential (suburban) ❑ Forest ❑ Agriculture ® Aquatic ❑ Other (specify): ❑ Parkland Page 1 of 4 5. Is the proposed action, a. A permitted use under the zoning regulations? b. Consistent with the adopted comprehensive plan? NO YES N/A X X 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape NO YES X 7. Is the site of the proposed action located in, or does it adjoin, a state listed Critical Environmental Area? If Yes, identify: Name Goose Creek, Peconic Bay & Environs, Reason Significant coastal fish & wildlife habitat, NO YES Protect public helath, water, vegetation & scemc beauty, Agency Southold, Suffolk County, Date. 3-9-90, 7-12-88 X 8. a. Will the proposed action result in a substantial increase in traffic above present levels? b Are public transportation service(s) available at or near the site of the proposed action? c. Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? NO YES X X X 9. Does the proposed action meet or exceed the state energy code requirements? If the proposed action will exceed requirements, describe design features and technologies NO I YES X 10 Will the proposed action connect to an existing public/private water supply? If No, describe method for providing potable water NO YES X 11 Will the proposed action connect to existing wastewater utilities? If No, describe method for providing wastewater treatment A new, upgraded on-site sanitary system is proposed. NO YES X 12. a. Does the site contain a structure that is listed on either the State or National Register of Historic Places? b. Is the proposed action located in an archeological sensitive area? NO YES X X 13. a. Does any portion of the site of the proposed action, or lands adjoining the proposed action, contain wetlands or other waterbodies regulated by a federal, state or local agency? b. Would the proposed action physically alter, or encroach into, any existing wetland or waterbody? If Yes, identify the wetland or waterbody and extent of alterations in square feet or acres: NO YES X X 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 by the State or Federal government as threatened or endangered? NO YES 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? 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 YES Page 2 of 4 18 Does the proposed action include construction or other activities that result in the impoundment of water or other liquids (e.g. retention pond, waste lagoon, dam)? If Yes, explain purpose and size: NO YES X small to large impact impact may 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste management facility? If Yes, describe: NO YES X 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? 20. Has the site of the proposed action or an adjoining property been the subject of remediation (ongoing or completed) for hazardous waste? If Yes, describe: NO YES / establishment of a Critical Environmental Area (CEA)9 X 5. Will the proposed action result in an adverse change in the existing level of traffic or / ON PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE I AFFIRM THAT THE INFORZIn-mann, Applicant/sponsor name: Robert Coastal Mgmt. Specialist Date: July 1, 2019 Signature: v —'_� Part 2 - Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer When answering the questions the reviewer should be guided by the concept "Have my responses been reasonable considering the scale and context of the proposed action?" Page 3 of 4 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? Y 4. Will the proposed action have an impact on the environmental characteristics that caused the / establishment of a Critical Environmental Area (CEA)9 5. Will the proposed action result in an adverse change in the existing level of traffic or / affect existing infrastructure for mass transit, biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate / reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: a. public / private water supplies? b. public / private wastewater treatment utilities? 8. Will the proposed action impair the character or quality of important historic, archaeological, architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources (e.g., wetlands, waterbodies, groundwater, air quality, flora and fauna)? Page 3 of 4 Part 3 - Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part 2 that was answered "moderate to large impact may occur", or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact, please complete Part I Part 3 should, in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting, probability of occurring, duration, irreversibility, geographic scope and magnitude. Also consider the potential for short-term, long-term and cumulative impacts. ❑ Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. ❑ Check this box if you have determined, based on the information and analysis above, and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Southold Board of Trustees s 6 / rl /I Name of Lead Agency Date Michael J. Domino fl_y - - Print or Type Name of Resp nsible Officer in Lead Agency Title of Responsible Officer Signature of Respons le Officer in Lead Agency Signature of Preparer (if different from Responsible Officer) Page 4 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. ❑ 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. Southold Board of Trustees s 6 / rl /I Name of Lead Agency Date Michael J. Domino fl_y - - Print or Type Name of Resp nsible Officer in Lead Agency Title of Responsible Officer Signature of Respons le Officer in Lead Agency Signature of Preparer (if different from Responsible Officer) Page 4 of 4 -mIimj CHAR00 Y V 9 Dq � IL - -- --_ � I �'O �; :�y Zy •�gg� Ur`t'l CT DR o Park , rA RD GREE P NPS r I LONG o ° /I yENNECO OJOOQO -- f'' Camp Oumrpe MOCI(INGBIflD W .0 1 , IMet distI ���fff � y r � to I '� eq` '� R° �yi• ! f,:�� Y,rL o F 0 eldyob F t i 3' o, Vlney ea j Je nings P[ 1, as L {{s� y, I ff OCKY POINT /f {� fS Nr I l 1:11 � �� l 1' r PINT 3 tea o°s 5\ , j I yQ0 m o L f l?vrj y I I V .O I HL}rjOt nrnr oe°ap90 lNs °ry i �F9 p� r j Southold ® y 90� m Pum ♦_ s a _ StaOOg9l 9C QO ° jm ly��� y` S Lee SS�n��� NHI�Soc o�aoef�\p°�o o°o> 47 ST BI�XtDOPI i a G TOT D -- 6'- 9 - all ,, ,ty ° e � � s , • I I l� I i Founders o'CiRY Southold v� o ROM's <<. 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Suffolk Ccu* Hagstrom Map 44 IEme{san �� Ay ; J 111 c 2000' Park a y� �Pt u ST p Ore Ceda`Beagh CEDAR v °✓DDD County Par MIDWAY Eo '�' DA t cBEACHo AR Cedar Beach WFST HOG NECK f cr NDs ami ocQ R ^', t, s Point ! ��I PL � G W� �SUNSFT BA i` I ( — -� W, v..t'„ t';'i6:. •,;•• - - a r - •'!'r'' `''i, e :(• I ' y- .,: ri"' `f' _ - - _ , j _s '.�, ` "v x`7223',6° V- - 72 • �, �''L3: - ��NI3� ":. ; - ': ' 74`.4;46.4`x`-•�: - �? ,.�:x � • } - - _ `' ,r y� ; ; • - 3rHa strom•M Cam ny. Inc rr M Jgin's'.MaP 52-'Q. ;: <., a aP �, 5'�S ,�P.� � f - i . � � tr 4 �"'6'% •�l — �✓tee•.' f r i i Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, Christopher Joseph, Member of TEAMC99A PROPERTIES, LLC owners of the property identified as SCTM# 1000- 77-1-6 in the town of Southold . New York, hereby authorizes En -Consultants to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. Property Owner's Signature' Christopher Joseph, Member TEAMC99A PROPERTIES, LLC N/A Property Owner's Signature . 1 �' SWORN TO BEFORE ME THIS _ _ DAY OFDom) , 20_-_— DEBORAH A. WOJCIK motary Public St9 t1 f clew fork QUal fieri in Suffolk olk CounV. IPi �15§iQn Expires Board of Trustees Application County of Suffolk State of New York Christopher Joseph, Member of TEAMC99A PROPERTIES, LLC BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE i 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 TOWN 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(S), TO ENTER ONTO MY PROPERTY TO INSPECT THE i PREMISES IN CONJUNCTION WITH REVIEW OF THIS APPLICATION. 1 Signature, Christopher Joseph, Member E TEA AC99A PROPERTIES, LLC SWORN TO BEFORE ME THIS <'Dr DAY OF �0 0 1 DEBORAH A. WOJCIK Notary Public, State of New York No. 4990159 Qualified in Suffolk County n1 Commission Expires Dec. 30, 70�r____ I APPLICANT/AGENT/REPRESENTATIW TRANSACTIONAL DISCLOSURE FORM Thg Town of Southold's Code of Ethics Qrohibits conflicts of interest on the Rart of town officers and em ligyees The numose of this form is to provide information which can alert the town ofposible conflicts of interest and allow itto take wbatever action is necgscsary to avoid same. Christopher Joseph, Member YOUR NAME: TEAMC99A PROPERTIES, LLC (Last name, first name, middle initial, unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Variance Change of Zone Approval of plat Exemption from plat or official map Other (If"Other", name the activity.) _ Building Trustee �— Coastal Erosion Mooring Planning 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 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 Form TS I Submitted this day of "Cl Signature Print Name hdsto her Jose Member TEAMC99A PROPERTIES, LLC APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same YOUR NAME. HPr conn 9 Rpl,TP.(Last name, first name, middle initial, unless you are applying in the name of someone else or other entity, such as a company. If so, indicate the other person's or company's name ) NAME OF APPLICATION: (Check all that apply) Tax grievance Variance Change of Zone Approval of plat Exemption from plat or official map Other (If "Other", name the activity.) Building Trustee XX Coastal Erosion Mooring Planning Do you personally (or through your company, spouse, sibling, parent, or child) have a relationship with any officer or employee of the Town of Southold9 "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); S) 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 1st Signature Print Name Form TS 1 July _ 20 19 t Town of Southold aoS'0 Erosion, Sedimentation & Storm-Water Run -off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 1000 77 1 6 STORM-WATER, GRADING, DRAINAGE AMP EROSION CONTROL PLAN U N * D`isfficT 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? (include Total Area of all Parcels located with) 1 Will this Project Retain All Storm-Water Run -Off 9,800 sf the Scope of work for Proposed Construction) 9,800 Generated by a Two (2") Inch Rainfall on Site? F item will include all run-off created by site b, What is the Total Area of Land Clearing (S.F./Acres)) clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed <9,000 Sf Site improvements and the permanent creation of construction activity? impervious surfaces ) (S F /Acres) 2 Does the Site Plan and Survey Show All Proposed PROVIDE BRIEF PROJECT DESCRIPTION (Provide Additional Pages as Needed)) Drayage structures Indicating Size &Location? This item shall include all proposed Grade Changes and XF Demolish and remove existing dwelling, and construct new two-story, Slopes Controlling Surface Water Flow, approximately 1,289 sf, single -family dwelling with approximately 309 3 Does the Site Plan and/or Survey describe the erosion ❑ sf deck 4' 89 deck, 90 front waterside with wide steps, sf side and sf 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. g or 4 Will this Project Require any Land Filling, GradinNatural Excavation where there is a change to the 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 entry deck, install drainage system of leaders, gutters, and drywells, raise existing grade with approximately25 cy of clean sand fill to be trucked in from an approved upland source and placed within Chapter 275 jurisdiction (700 cy total, including approximately 675 cy to be placed outside Chapter 275 jurisdiction); and contain fill with two 12" x 4' high (max.) retaining walls, all as depicted on the site plan prepared by Sherman Engineering & Consulting P.A., last dated June 24, 2019. Proposed septic system, pervious gravel parking area, and railroad tie (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 or within One Hundred (100') feet of a Wetland or landscape steps to front entry deck to be located more than 100 feet from wetlands and outside Chapter 275 jurisdiction. General DEC SWPPP Requirements- Submission of a SWPPP is required for all Construction activities involving soil Beach? 7 Will there be Site preparation on Existing Grade Slopes disturbances of one (1) or more acres including disturbances of less than one acre that part of a larger common plan that will ultimately disturb one or more acres of lands, Including Construction activities involving soil disturbances of less than one (1) acre where which Exceed Fifteen (15) feet of Vertical Rise to Elare One the DEC has determined that a SPDES permit is required for storm water discharges_ Hundred (100') of Horizontal Distance? (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit Q O Will Driveways, Parking Areas or other impervious for Storm Water Discharges from Construction activity - Permit No. GP-0-10-001.) 1. The SWPPP shall be prepared prior to the submittal of the NOI. The NOI shall be Surfaces be Sloped to Direct Storm-Water Run -Off ❑ X 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 to reduce the pollutants in storm water discharges and to assure Removal of Vegetation and/or the Construction of any 1:1constructed compliance with the terms and conditions of this permit In addition, the SWPPP shall Item Within the Town Right-of-Way or Road Shoulder identify potential sources of pollution which may reasonably be expected to affect the Area? (This ,tem will NOT include the installation aF Dnveway Aprons ) 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 component shall be prepared by a qualified Design Professional Licensed in New York in a Box and the construction site disturbance is between 5,000 S F & 1 Acre in area, a Storm-Water, Grading, Drainage & Erosion Control Plan is Required by the Town of that is knowledgeable in theprinciples and radices of Storm Water Management g P g Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit (NOTE A Check Mark (X) and/or Answer for each Question is Reguued for a Completed Application) STATE OF NEW YORK, Slk COUNTY OF - _uffffolSS ---------------------- That I, Robert E. Herrmann -------------- being duty sworn, deposes and says that he/she is the applicant for Permit, - --------------ignin--ocume --- (Name of individual signing Document) And that he/she is the Agent-for-Owner ------------------------------------------------------------------------------------------------------------------------- (Owner, Contractor, Agent, Corporate Officer, etc. Owner and/or representative of the Owner or Owners, and is duly authorized to perform orve performed the said work and to make and file this application, that all statements contained in this application are true to the e it 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; -----------------------1st - -----------daY f _July----------------- 12019 Notary Pu K. I-M-- w-.--STEPHEN S - ------ ------------------- N O T A R Y PUBLIC ( gnature of Applicant) FORM - 06/10 STATE 0 F NEW YO COMMISSION NO. 5015931 QUALIFIED IN SUFFOLK COU_JTY EXPIRES AUGUST 2, 20 9' NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: TEAMC99A PROPERTIES, LLC SCTM# 1000-77-1-6 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Demolish and remove existing dwelling, and construct new two-story, approximately 1,289 sf, single-family dwelling with approximately 309 sf waterside deck with 4' wide steps, 89 sf side deck, and 90 sf front entry deck; install drainage system of leaders, gutters, and drywells; raise existing grade within Chapter 275 jurisdiction with approximately 15 cy of clean sand fill to be trucked in from an approved upland source (additional 149 cy of clean fill to be placed outside Chapter 275 jurisdiction); and contain fill with a 12" wide x 70' long x 3.5' high (max.) retaining wall on east side of the property and a 12" wide x 35' long x 5' high (max.) "L" -shaped retaining wall on west side of property, all as depicted on the site plan prepared by Sherman Engineering & Consulting P.A., last dated September 25, 2019. Proposed septic system, pervious gravel parking area, and railroad tie landscape steps to front entry deck to be located outside Chapter 275 jurisdiction. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 980 Oak Avenue, 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: Wednesday, October 16, 2019 @ 5:30 p.m. You may contact the Trustees Office at 765-1892 or in writing. The above -referenced proposal is under review of the Board of Trustees of the Town of Southold and does not reference any other agency that might have to review same proposal. TEAMC99A PROPERTIES, LLC c/o Christopher Joseph, Member PROPERTY OWNERS NAME: 24 Jaynes Way MAILING ADDRESS: Wading River, NY 11792 PHONE #: 631-804-2841 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. ' \a PROOF OF MAILING OF NG,_—,�,'E ATTACH CERTIFIED MAIL RECEIPTS Name: Address: SCTM #1000-77-1-5 2 Livery Lane Philip Mascia & Chnstma Hill-Mascia North Salem, NY 10560 SCTM #1000-77-1-6 Daniel & Mana McGoey P. O. Box 535 Southold, NY 11971 SCTM #1000-77-1-11 1350 Beverly Road Catherine Oliva McLean, VA 22101 SCTM #1000-77-1-12 485 East Road Troy Baydala Cutchogue, NY 11935 STATE OF NEW YORK COUNTY OF SUFFOLK Robert E. Hemnann 1319 North Sea Road doing business at En -Consultants Southampton, NY 11968 , being duly sworn, deposes and says that on the 7th day of nanher ,20 19 , 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 ailed to each of said persons by (certified)(k&asvd;) mail. Robert 1~. Hbhnann Coastal Managment Specialist Sworn to before me this 7th day of October ,20 19 KH. NOTARY T AYS PUBLIC S STATE OF NEW YORK COMMISSION N0. 5015931 Nota ublic FIED IN SUFFOLK CO�NTY EXPIRES AUGUST i. 20__ 1 i ♦ ��� - - - ------ - - -- n 0 co ro —0 • i i r-iO A O w s rl v . • - 43 Certified Mall Fee rl $ r3 —0 Extra Services & Fees (check box, add fee as apprupdatif 1 1-i s.,• Y ,.� � II - II�'.� :F '�`s i� t�„✓v" �� �.lr tail Gx..a s sx ' �"_ ❑ Return Receipt (electronic) $ � ro [�- Certified Mail Fee $ Vy 6s -El Extra Services & Fees (checkbox, add fee as appropriate) ❑ Return Receipt (hardcopy) $ ® +ells\\\ " 0 r=1 E-3 ❑ Return Recelpt (electronic) $ e Osfm�rk 0)Here Postage OO ❑ Certified Mall Restricted Delivery $ ❑Adult Signature Required $ O E] Adult Signature Restricted Delivery $ i rn.$ O Postage - sent Roy Baydala Q' $ 'Radii 485 East -Road O Total Posta r- M $ co' sent To Daniel & Maria McGody f C3 sireeiand) P.O. Box 535 � Southold NY .11971 Ln 0 co ro —0 • i i r-iO . 1 �•rr i ❑ Return Receipt (electronic) $ ❑ Certified Mail Restricted Delivery $r3 v,i ii 1. - 43 Certified Mall Fee rl $ r3 —0 Extra Services & Fees (check box, add fee as apprupdatif I ❑ Return Receipt (hardcopy) $ ----- — — u -i ❑ Return Receipt (electronic) $ O ❑ Certified Mail Restricted Delivery $ r3 []Adult Signature Required $ J o 0 ❑Adult Signature Restricted Delivery $ O Postage f 0" $ O Total i rn.$ is sent Roy Baydala 'Radii 485 East -Road C3 r- _ Cutchogue, NY 11935 .Postmark Here , i i i 0' 1'�y ® A O s .;�1 Sys fjf • - t £ $ \�,/qj� \„ ld CF & �i;, f.: o ....`.Y:.£ -i , '✓ ia:.+"'b f/ co Certified Mail Fee $ Extra Seryices & Fees (check box, add fee as appropdato) Return Receipt(hardcopy) $r-1 V�) � ❑ Return Receipt (electronic) $ ❑ Certified Mail Restricted Delivery $r3 ❑Adult Signature Required $ []Adult Signature Restricted Delivery $ r3 Postage Q' $ r- - ----- — — C3 Total Po M $ i sentTol Philip Mascia & Christina Hi11=Mascia J o Si(eelal 2 Livery Lane ------ North Salem, NY 10560 ________ f Cary Sta Sc P_ —0 r" ca r- -0 rq O O 0 O 0-' O M CID �a 0 r� Catherine Oliva ■ Complete items 1, 2, and 3. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: A. Signature Z ❑ Agent ❑Addressee q. ceived by Pnnte Namej I C4 Date of Delivery D. Is delivery address fferent from item 17 u res If YES, ente a ivery a below: ❑ No 9� O Daniel & Maria McGoey P.O. Box 535 3. Service Type 6 f' 1` ElPriority Mail Express@ ^- Southold, NY 11971 ❑ Adult Signature ❑ Registered MadTM ❑ Adult Signature Restricted Delivery ❑ Registered Mad Restricted erflfied Mall@ Delivery _—_ - -- -- - ---- -- - - , I ❑ Certified Mad Restricted Delivery ❑ Return Receipt for i Merchandise ----- - ❑ Collect on Delivery ^ ^-"-- -,,i Delivery Restricted Delivery ❑ Signature Confirmation' 7 018 3090 0001 6784 16 61 fail E3 Signature Confirmation Restricted Delivery lad Restricted Delivery over ) PS Form' 3811, July 2015 PSN 7530-02-000-9053 Domestic Return Receipt ■ Complete items 1, 2, and 3. A. S nature c ■ Print your name and address on the reverse Agent El Addressee so that we can return the card to you. ■ Attach this card to the back of the mailpiece, B. Received by (Printed Name) C. Date of Delivery i ' I or on the front if space permits. ' 1. Article Addressed to: D. Is delivery address different from item 11? ❑ Yes If YES, enter delivery address below: ❑ No r Catherine Oliva 1'3"50 Beverly Road 3. Service Type ❑ Priority Mad Express@ McLean, VA 22101 ❑ Adult Signature ❑ Registered MadTm ❑ AdulSignature Restricted Delivery ❑ Registered Mail Restricted Delivery l„;"rtified Mail@ ' ❑ Certified Mail Restricted Delivery ❑ Return Receipt for Merchandise ❑ Collect on Delivery — 17_cnil—t nn Delivery Restricted Delivery ❑ Signature ConfirmationT^ ❑ Signature Confirmation 7 018 3090 0001 6784 1678 1:1 Restricted Delivery Restricted Delivery PS Form 3,811, July.2015 PSN 7530-02-000-9053 Domestic Return Receipt Michael J. Domino, President John M Bredemeyer III, Vice -President Glenn Goldsmith A. Nicholas Krupski Gre,g Williams ZD -` BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Telephone (631) 765-1892 Fax(631)765-6641 TEAMC99A PROPERTIES, LLC, c/o CHRISTOPHER JOSEPH, MEMBER COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING THIS FORM IS TO BE COMPLETED AFTER POSTING REMAINS IN PLACE FOR AT LEAST SEVEN DA YS PRIOR TO THE PUBLIC HEARING DATE } I, Robert E. Herrmmnn� residing at /dba 1319 North Sea Road, Southampton, NY 11968 being duly sworn, depose and say: En -Consultants That on the 8THday of October , 2019, I personally posted the property known as 980 Oak Avenue, Southold, SCIM #1000-77-1-6 by placing the Board of Trustees official poster where it can easily be seen, and that I have checked to be sure the poster has remained in place for eig�1pt days prior to the date of the public hearing. Date of hearing noted thereon to be held Wednesday, October 16, 2019. Dated: (signature) Sworn to before me this 16f;day of (j t, ' 20'19 KIM H. HT€ISH€HH NOTARY PUBLIC Notary lic STATE OF NEW YORK COMMISSION NO. 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES A U 6 U S T 2, 20-=_( IAUTIL'-t: UF H't-AR111(i NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD. TEAMC99A PROPERTIES, LLC, C/O CHRISTOPHER JOSEPH, MEMBER S U RJ E CT O F P U B LI C H EAR I N G: For a Wetland Permit to demolish and remove existing dwelling, and construct a new two-story, approximately 1,289sq.ft. single-family dwelling with approximately 309sq.ft. of waterside deck with 4' wide steps, an 89sq. ft. side deck; and a 90sq.ft. front entry deck; install drainage system of gutters to leaders to drywells; raise existing grade within Chapter 275 jurisdiction with approximately 15 cubic yards of clean sand fill to be trucked in from an approved upland source (additional 149 cubic yards of clean fill to be placed outside Chapter 275 jurisdiction); and contain fill with a 12" wide by 70' long by 3.5' high (max.) retaining wall on east side of the property, and a 12" wide by 35' long by 5' high (max.) "L" shaped retaining wall on west side of property; proposed septic system, pervious gravel parking area, and railroad tie landscape steps to front entry deck to be located outside Chapter 275 jurisdiction. Located: 980 Oak Avenue, Southold. SCTM# 1000-77-1-6 TIME & DATE OF PUBLIC HEARING: Wednesday, October 16, 2019 — 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 for inspection prior to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS I . 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 nim 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 sunnortinn 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 (southoIdtown.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# 77 PROJECT NAME TEAMC99A PROPERTIES, LLC 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) El (c) Permit, approval, license, certification: Nature and extent of action: Demolish and remove existing dwelling, and construct new two-story, approximately 1,289 sf, single-family dwelling with approximately 309 sf waterside deck with 4' wide steps, 89 sf side deck, and 90 sf front entry deck; install drainage system of leaders, gutters, and drywells; raise existing grade with approximately25 cy of clean sand fill to be trucked in from an approved upland source and placed within Chapter 275 jurisdiction (700 cy total, including approximately 675 cy to be placed outside Chapter 275 jurisdiction); and contain fill with two 12" x 4' high (max.) retaining walls, all as depicted on the site plan prepared by Sherman Engineering & Consulting P.A., last dated June 24, 2019. Proposed septic system, pervious gravel parking area, and railroad tie landscape steps to front entry deck to be located more than 100 feet from wetlands and outside Chapter 275 jurisdiction. Location of action: 980 Oak Avenue, Southold Site acreage: 9,800 sf Present land use: Residential, single family dwelling Present zoning classification: R-40 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: TEAMC99A PROPERTIES, LLC (b) Mailing address: c/o Christopher Joseph, Member 24 Jaynes Way, Wading River, NY 11792 (c) Telephone number: Area Code 631-804-2841 (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? 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 N 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 1:1 No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ❑ Yes ❑ No ® Not Applicable 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 The site is presently characterized by a single family dwelling with an enclosed porch located approximately 67 feet from the seaward face of an existing bulkhead, which is equipped with an antiquated septic system and has no drainage system to collect roof runoff The proposed dwelling has a larger footprint but is located approximately 74 feet from the bulkhead with a deck located approximately 6 inches farther landward than the existing porch The new dwelling would be equipped with a drainage system of leaders, gutters, and drywells to collect and recharge roof runoff, and an upgraded sanitary system will be located farther landward than the existing septic system, at least 120 feet from the surface waters of Goose Creek and outside Chapter 275 jurisdiction And the existing 20' wide, approximately 1,400 sf non -turf buffer will be maintained adjacent to the bulkhead to provide a permanent sink and filter for potential upland contaminants before they can enter Goose Creek Therefore, consistent with Policies 5 and 6, the proposed site redevelopment and its incorporated mitigation measures will protect groundwater quality and supply and will not adversely impact the quality or function of the surrounding surface waters of Goose Creek or associated tidal wetland ecosystem Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable The site is presently characterized by a sing,. —wly dwelling with an enclosed porch located approximately 67 feet rom the seaward face of an existing bulkhead, which is equipped with an antiquated septic system and has no drainage system to collect roof ninoff The proposed dwelling has a larger footprint but is located approximately 74 feet from the bulkhead with a deck located approximately 6 inches farther landward than the existing porch The new dwelling would be equipped with a drainage system of leaders, gutters, and drywells to collect and recharge roof runoff, and an upgraded sanitary system will be located farther landward than the existing septic system, at least 120 feet from the surface waters of Goose Creek and outside Chapter 275 junsdiction And the existing 20' wide, approximately 1,400 sf non -turf buffer will be maintained adjacent to the bulkhead to provide a permanent sink and filter for potential upland contaminants before they can enter Goose Creek Therefore, consistent with Policies 5 and 6, the proposed site redevelopment and its incorporated mitigation measures will protect groundwater quality and supply and will not adversely impact the quality or function of the surrounding surface waters of Goose Creek or associated tidal wetland ecosystem Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. 1:1 Yes F-1No® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes FIN o ® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Sout'--.d's water -dependent uses and prowuiIe siting 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. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY Amended on 811105 TITLE Coastal Management Specialist DATEJuly 1, 2019 July 1, 2019 Town of Southold Board of Trustees 54375 Main Road Post Office Box 1179 Southold, New York 11971 Re: TEAMC99A PROPERTIES, LLC 980 Oak Avenue, Southold SCTM #1000-77-1-6 Dear Board of Trustees: E C E P !"r7 JUL 3 2019 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) Short Environmental Assessment Form; b) Authorization & Disclosure Forms; c) Site plan prepared by Sherman Engineering & Consulting P.A., last dated June 24, 2019, d) Survey prepared by Nathan Taft Corwin III Land Surveyor, last dated August 3, 2016, and e) LWRP Consistency Assessment Forms. 2. One (1) set of site photographs. 3. Application fee of $250.00. I trust this information shall allow you to process our permit request. Should any additional information be required, please do not hesitate to contact our office. 0 Robes. Herrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton, New York 11968 1 p 631.283.6360 1 f 631.283 6136 www.enconsultants.com environmental consulting