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Home My WebLink AboutTR-10042 Glenn Goldsmith,President ®``v�®f S®(�'�jfp®� Town Hall Annex A. Nicholas Krupski,Vice President ® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® a® Fax(631) 765-6641 c®UN11,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD March 3, 2023 John D. Rosebery, Architect 93 West Main Street, Suite 1 G West Sayville, NY 11796 RE: ANDREA COURT PROPERTY HOLDINGS, LLC c/o JOHN ZENK 280 CEDAR POINT DRIVE E., SOUTHOLD SCTM# 1000-90-2-14.1 Dear Mr. Rosebery: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, February 15, 2023: WHEREAS, John D. Rosebery, Architect on behalf of ANDREA COURT PROPERTY HOLDINGS, LLC c/o JOHN ZENK applied to the Southold Town Trustees for an Amendment to Wetland Permit #10042 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated October 21, 2022, and WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Consistent with the LWRP, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on February 15, 2023, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, 2 WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, BE IT FURTHER RESOLVED, that the Board of Trustees APPROVE the Amendment to Wetland Permit #10042for the demolition of existing one-story dwelling and construct new 60'x48' irregular shaped two-story dwelling with garage under at elevation 6.1 and first floor elevation at elevation 15.1 in lieu of originally proposed elevation of 13.8; a 5.5'x18.5' covered porch; proposed 57'x20' seaward side irregular shaped deck with a 10'x30' swimming pool with 5' depth, and a 8.6'x3' width deck stair at the rear entry to the dwelling; construct an 8' long by 18" high retaining wall along west side of seaward side deck extending from exterior basement wall to top of deck stairs; construct 7' long and 5' wide front entry stair; install 100 cubic yards of fill for the new I/A system; with the condition of a one to one replacement for trees removed during project with native trees; and a planting plan indicating the locations and concentrations of plantings along the retaining wall; and as depicted on the revised site plan prepared by John Daniel Rosebery, RA, received on March 3, 2023, and stamped approved on March 3, 2023. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: None This is not a determination from any other agency. Very truly yours, Glenn Goldsmith Presides t, Board of Trustees GG/dd N 7.39'+ 'ds/ Zenk Property Legend TEST BORING N Q _ g 12-13-15 BY 7.39' �� From South _ �� « k, EL. GE0`G MIGPOENLDGE /c �c LOT AREA = 35,914 SQ.FT. ; _ ro DARK BROWN LOAM(OL)n. F o AS, 5A0' 38'� d,r TO a I, 6.31' 0 "' *'_+ EL. Q A \ S �• � i � �,� �t, 3.9' BROWN SILTY �� \ /�I OV �' f TO AND{SM) PIPE FD \A6 I v� - . A� s a 5 O CONSTRUCTION ENTRANCE 1 'Y �•Y `. � � � • �° 2•qEL.' a' PALE BRowN FOUNDATION OF COMPACTED 3/4 i' '`: ", ''? To FINE SAND 7.1' \ 5 \ STONE BLEND OR N.Y. STATE D.O.T. �rr{ Tb' (SP) 1 / APPROVED R.G.A. FILL TO 15" (Min.) +" -r WATER WATER WATER IN 5 � + \ � � . ,,,� ;: ,`;•.� -�� ,.�, � PALE BROWN GENERAL NOTES �, 1 \. 5.2' \ / / ABOVE EXISTING GRADE FOR ' a T-V To SINE SAND DRAINAGE. �.° _ «� EL-o.T 2O' (SP) 4 �� /� \ ��, { THIS DRAWING, PREPARED FOR THE ... �r._. ,eta` AREA TO V A �9 4.86' �' EL. wnTERENGouNrEReDINSTRUMENT IIOOF SERVICE, AND THE x -X3.10' SITE REMAIN NATURAL / + \ Sz, AREA TO REMAIN ;� :I _ PROPERTY OF ROSEBERY ARCHITECTURAL 10 BELOW SURFACE 3 \ NATURAL d UNDISTURBED \ 4.76 �`' {t,t' ( .r1 STUDIO AND JOHN D. ROSEBERY \ TEST BORING ARCHITECT PLLC. / UNDISTURBED � r *K „ r .._ •xa' .A NOTE-NOTE,ACCORDING TO SGDHS 3.6 / BLOOD \ � N> 4.56' ! MOMTORINGNlELL l5a3T,THE INFRINGEMENT OR ANY USE OF THIS y 4 H16HE5T WATER TABLE EL.15 r; = CONSIDERED AT 13DE516NOROUND KEY MAP PROJECT IS PROHIBITED. ANY ALTERATION, 0� 4.4' \ ZONE WATER IS CONSIDERED Ib / 4.0' \ 4.38' •w`�"e - .`.a.�� .. ... s.. , ,r OR REPRODUCTION OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT THE WRITTEN D ALTERNATE SWITCH CONSENT OF THE ARCHITECT. GOPdSI DERED A PART OF / (h 6RA55 8 GHOKEBERRY\ MIDWAY INLET �_ / 4 EA.5'O.G. \\ LOT COVERAGE CALCULATIONS: ACGORDINC TO SUFFOLK / \ + 4 V \\ IMPERVIOUS AREA: AREA % OF LOT GOVERAGE COUNTY 015 no BUILDING ROOF $ DECK AREA: 3,78650.FT. 10.54 % FRE5HWATER WETLAND BOUNDARY AT 4 8' �� EXISTING DRIVEWAY: 2,340 50.FT. 6.51 % CONSULTANTS: 2' CONTOUR AS DETERMINED BY I / y \ PROP05ED PAVED AREA (PATIO AND WALK): 2,126 SG.FT. 5.q1 % NY50EG ON 6/18/20 60 X 2' / 34 1 3 DRAINS,SEE DETAIL AERIAL PHOTO FROM SOUTH I2•®EEP / + ,3' °C I PROVIDE PERENNIALS 8 BULBS A5 PER DETAIL UPDATED PHOTOS FROM 10-21 TOTAL LOT COVERAGE: 8252 SQ.FT, 22.q 90 LEACH ING I I 5PAGING TO BE RANDOM 5 MIN. 5AVE EXI5TIN6 LANDSCAPING SCHEDULE APPROVED Pool / TREES WHERE NEEDED. BOARD OF .I RUSTEES '°�N '� PROVIDE 4 KOU5A DOGWOODS NO. KEY BOTANICAL NAME COMMON NAME SIZE SPACE TY. NOTES ff TOWN OF SOUTHOLD D `W / I ' + 4.7'6' HT. 1.5" GAL. RG ARONIA ARBUTFOLIA RED GHOKEBERRY 3 CAL (2-3) SEE PLN. 3-f CONT. 0 0 - DEEDED R.O.W. x f AREA OF 015TURBANOE 2 5G PAN I GUM V I RC ATUM SWITGH C RA55 DATE 4 LIBER 6gC14 PG 543 QT. SEE PLN. 23 QT 3i Zd�23+ (17,608± 5.F) 3.3' �p / 2 I ° J REMOVE TREE5 IN THI5 AREA A5 REQUIRED FOR TO BE PLANTED IN CLUSTERS IN AREAS SHOWN 2' O.G. 30% GOVERACE ALTERNATE SWITGH GRASS � RED / / // 4o IN5TALLATION OF 5Y5TEM 3 SM AGER RUBRUM 'FRANKSRED' SUNSET MAPLE5-6 (4" "" --- -- GHOKEBERRY ° 2 / 4 - 41 GAL..) SEE PLN. 4 Bi B 5 EA. 5 O.G. 3 36' O l 3.4' d� 100 FEET FROM FRESHWATER WETLANDS 4 KD GORNU5 KOUSA KOUSA DOGWOOD 5'-6' (4" GAL.) SEE PLN. 4 Bi B O + y 4 VEGETATION TO BE CLEARED OF DISTURBED 10 FEET NON TURF BUFFER LD � / /Q � � WITHIN THE AREA OF D15TURBANGE ONLY. AREA � � �.�: 5 BB MYRICA PENSLYVANIGA RED BAYBERRY 3 GAL. (2'-3') 5' O.G. 40 CONT. REQUIRED BY TOWN OF SOUTHOLD + �/ u/ neo �- 3.6' , DISTURBED WITHIN 100 FEET OF THE WETLANDS BLACK CRASS 3 GAL. SEE PLN. II CONT. TRUSTEES � � •� /� l b/,yk � ` �6J 5,450 SQ.FT. 6 BG ALOPEGURUS MY05UR01 DES 4-RED SUNSET MAPLE UHT. 2 GAL yb� C,� ' +� ��)� 8 TO BE PLANTED IN GLUSTERS IN AREAS SHOWN 2 O.G. 50% GOVERACE s � MIX RED BAYBERRY AND GHOKEBERRY SHRUBS 10 EA. LOCATIONS SHOWN, NOT TQ INTERFRE �n O W. R.O.W. OR UTILITIES, 5T51DE r � ��% '4 ' i- AT TOP g BASE OF SLOPE,3 GAL CONT. 5' O.G. USE MIX �' + .g. v W/5WITGH 6RA55 $ BLACK GRA55 ON SLOPE a �cERED AR BUFFER W/ NATIVE GRASSES �� , per° cp .p I 1-TIDAL POND TO THE NORTHWET OF THE PROPERTY, CALLED aj C ' / -� 3 ti `a' &`•- '�� >£ "MIDWAY INLET" FROM SUFFOLK GIS NOTES: 8'X10' TEMP SHED FOR TOOL �� Q�' PROVIDE 15 RED BAYBERRYAT 6-0 O.G. AT TOP OF TOTAL: Ill C9 pPN�EL Rps STORAGE INSTALL WATER LINE, o tiK 4' �' ,� J WALL, PROVIDE 15 GHOKEBERRY @ 6'-0" O.G. AT BA5E SMALL SHRUBS ARE TO BE IN .t`' PAVER SELECTION IN LANDSCAPED AREA BY OWNER REMOVE AFTER GON5TRUGTION q o � l� io + 2 �>w OF WALL,A5 DIRECTED BY TRU5TEE5 j CONTAINERS NOTE: 5URVIVOR5HIP TO BE MAINTAINED FOR 2 YEARS. ALL PLANTS THAT HAVE DIED o 15 RED BAYBERRY 2' HT. °= ; /" ' Q� U 5TABILIZE 501L5 SEED WITH NON TREES AND LARGE SHRUBS ARE TO BE OR ARE DISEASED ARE TO BE REPLAGED AT THAT TIME. IN CEDAR MULCH L9` INC, o (8� t FERTILIZER DEPENDENT RYE-FE5GUE r BALLED AND BURLAPED (B$B) NOTE: IRR16ATION TO BE EXTENDED TO ALL LAN05GAPED AREAS INGLUDING EDGES OF GONG. RET. WALL (SHADED) WITH GALLEYS 2' o t:;Y4.5 B (5.2) MIX STEPS- INDEPENDENT OF BDG. DEPTH 1O' �A"- �L U) NOTE: SEE SOIL RESTORATION PLAN BUFFER AREAS 9��0?4265 MIN' �' '' bR Acyl 3GONG. RETAININ6 WALL 2' FROM PROPERTY DETAIL ON SHEET SP-5 FOR AREAS NOTE: ALL HYDR05EEDED AREAS ARE TO USE A NATIVE 5PEGIE5 RYE-FE5GUE MIX F NEW STRUCTURE/ ,O 5Y5 4• ____„_ ____ , (4q) 4 r q.0)V, -- LINE- PROVIDE THOR05EAL ON INTERIOR WHERE SOIL IS TO BE RESTORED. APPLIED AT A RATE OF 5-10 K6, U5E AN OROANIG TAGKIFIER AND A5 LOW A Architect registration expires 9-30.23. Sod p o� 451DE OF L N b" GONG CURB /qL , / (sp + 1 M/K �,, - FLOOD ZO -- FERTILIZER RATE AS POSSIBLE. ALL AREAS TO BE UNIFORMLY APPLIED, 16 RAISE HOUSE ELEV.SOUTHOLD 1/23 BUILDING DEPT,COMMENTS 10/22 �Y O 4' GONG �`' .9 a 0jCAS/ FLOOD ZONE X k1 2 0� WALK / 2, p (q5)4 g "-� 15 BUILDING PERMIT SUB. 5/22 IL O o J TG ILOING EXCAVATE LOAM $ FINE SILTS 4 SAND OUT OF w 6 YO o o'er fi ODVIDE PEA GRAVEL WETLANDS PERMIT 4 O TRENCH EXCAVATION IN SHADED AREA UNTIL 4 � L+OGATE / o � , ams E/;- O FSG/IIG3' 6,0' WALKWAY BETWEEN STAIRS GOOD MATERIAL IS FOUND. REPLACE WITH 14 APPROVAL, SUBMISSION 3/22 DRAINAGE �• ' „�p �� 4efi g�/ T l GLEAN SAND AS NOTED 4 TO SCDHS FOR PERMIT � �- I 1 Q� U / 10 FROM ' ` + � M [ice *E5 PROPO5ED ESTIMATED FILL REQUIRED = 100 GU.YD5. 13 NYSDEC REVISIONS 1/22 O Z WATER LINE -GONE D PORCH - r Lij -4, 18° GONG. t(i �� (8'$J ^ � 8�3" +8 3 4q 5Q �\ 2-EXISTING RESIDENCE, APPROACHING FROM DRIVEWAY FROM THE EAST. ,, .. 12 TRUSTEE REVISIONS 11/21 5 /IRETAININO - lq' i�� `� :. � � "� � � - � p 4 S = EXISTING CESSPOOL TO B� ,. '"y � . *� � �,. ,`�:ES: : :,,: . , WALL SEE 600 $, 30' PUMPED AND REMOVED TOWN OF SOUTHOLD F UNDATION - (� �� 9oJ o AGGORDIN6 TO 5GDH5 .;• = a.: `� 9 "-7H _ O KEY ONOTOR To PROVIDE FULL _ 4. --� µ~ 11 WETLANDS PERMIT APP. 9/21 /� PLAN ry p ry STANDARDS ''"' '��. W/y�rD \ ��. �b4 .5' o + , UTILITY MARKOUT PRIOR TO «. .. a DEC REVISIONS l l 0 �� 8.2 GON5TRUCTION ON 51TE 10 6/8/21 9fiTL, �L % °� l� J 011 OVERALL HOUSE SITE PLAN FROM SURVEY BY wARD " '" MAY 28 COMMENTS �DJc \ 8.8' � 23 AREA = 3,512 SQ.FT. BROOK5 JANUARY 21,tow y " ':` '`\` "' �F r.°' DEC REVISIONS RAILROAD TIE RETAINING vo Z / 9 5/21 3.6, u, . .. „ ' MARCH 21 LETTER WALL UNDER SEPARATE `, + 9.3' i CONDENSER PA05 +(6.5) -PROPo5ED ELEVATION 6RADE5 " ` ' APPLICATION r 9 1 +4.5 EXIST. GRADES 5-EXISTING RESIDENCE FROM WEST DEC REVISIONS 3�'m�r s \ + EL. q.l 8 10-2020 5.4' v ' �' ffr GRADE TO ELEVATION 4 SEE PHOTOGRAPH LOCATIONS 4-EXISTING BULKHEAD FACING SOUTH HEALTH DEPT. SUB, MEAN HIGH WATER L I NL 1 1 1'\\ 2 �O� S-tei ro'� HS O N UNDER DECK FOR BE LANDWARD OF THE + , fi bWi �2 7 RELOCATE HOUSE 2-2020 WE5TERN BULKHEAD EX15 . �.0 ,�O Tk/ No FR05T PROTECTION GONG '+ �/ Rr �Nr NOTE: THERE ARE NO SUPPLY WATER RETURN AND PREFAB WALL (5.0 r / '� + \ WELLS WITHIN 150 FEET OF THE / 6 HEALTH DEPT REV. 11/19 GONG. 5TRUGTURE (1.084 \ \ 8 ' - 8 PROPOSED SANITARY SYSTEM - �\ \ 7.5' � ,� •• 8-LOCATION OF PROPOSED PLANT MIX OF 5WITGH 6RA55 '�� \� + Q SEPTIC SYSTEM. THE TREES 10 FEET NON TURF BUFFER A5 REQUIRED BY GRAPHIC SCALE 5 CONSTRUCTION DOCS 9/19 BLACK 6RA55 II GROUPS EAGH - 20' O' 10' 20' 40' r THAT ARE FLAGGED 2' 0.G. IN 5TAGGERED ROWS. AS 5.7 �. T/BHD 4' \ TOWN OF 5OUTHOLD TRU5TEE5 REPRESENT THE TREES A PART OF A 10 FOOT T/BHD b . EXPECTED TO BE REMOVED No. Revision/Issue Date 5UFFER .2r °y 10 8' (IN FEET) 3-NORTH SIDE OF EXISTING RESIDENCE, rs - WHEN THE SYSTEM IS SEE LANSGAPING SCHEDULE �� T' HDL 4p 1° = 30'-0° LOOKING SOUTHWEST INSTALLED. ROSEBERY I O , NOTE: COVER MATERIAL FOR THE FOOTPATH �� "' '� q. N 76'l2 O„ 5 6 15 LIMITED TO NATURAL WOOD BARK CHIPS, •x EXISTING BULKHEAD TO BE NOOD�K STONE,GRAVEL AND SAND _ ,, �� , RCHITECTURAL RECONSTRUCTED UNDER SEPARATE APPLICATION g63$r \ NOTE: THERE WILL BE A ONE TO ONE _ � STUDIO TIDAL WETLANDS 2224 SQ.FT (6.2 REPLAGEMENT OF NATIVE TREES ON THE SITE, TREES WILL BE REMOVED FOR THE 1029 SIPP AVENUE OF OVERALL LOT) s� -� � 00 PLACEMENT OF THE SANITARY SYSTEM, MEDFORD, N.Y 11763 ZOO, AND THE TREES TO BE ADDED WILL BE x SITE PLAN LITTLE PECONIC BAY PHONE: (631) 730-1262 4,9' �� PLANTED IN THE LOCATIONS SHOWN. ,rte 7-EXISTING RESIDENCE FROM SOUTHWEST FAX: (631) 730-5476 6 ALL PLANTS PLANTED AT SCALE: 1"=30'-0" T/BHD GRADE,NOT ABOVE OR BELOW, WITHOUT MOUNDED 501E EROSION CONTROL MATTING E-MAIL: rosebery@optonline.net PROPERTY AREA = 35,914 SQ.FT. yw LooSEN AND ScoRE Roors WEBSITE: r « ZONED R-40 RESIDENCE k OF ALL POTTED PLANTS www.roseberyarchitect.com ,;« a s, 4 BEFORE PLANTING fi 5AWGUT EDGE PROVIDE DRAIN AT TOP ,p *«•.. , DRAIN TO BE I'-O"MAX ® ProjectName 7� d7A�dd�r ss /�'� RIDGE HT. � t!7 x,� ' , '� �' i ,, A5PHALT PAVEMENT BELOW TOP OF GARDEN CONCRETE WALK ZENK RESIDENCE '�SIDENI�E 35' ABOVE AVG. GRADE 6-BULKHEAD RETURN AT SOUTHWEST SIDE OF PROPERTY 0 11, "` J'f �;.-- -; r ;. I� NEW RESIDENCE UNDISTURBED SOIL 11� /��\� /� ~::� -" I I <- :. . \//:;r: 1% 11 BULB PLANTING DEPTH �� _81b -- I - 15 2X HE16HT OF BULB ® %�' ENGINEERED 501L 280 CEDAR POINT D NOTE: rc , 00 C8oc. RIVE, D D PROVIDE PEA GRAVEL '` �� 00 0 I I o SOUTHOLD, NY ® ® FIN. FL. WALKWAY AT THE BASE OF EXISTING SUBSOIL 00 EL.14.1 THE STAIR I ON 3 SLOPE �oo� o � � aL oo � 8.00� TOWN OF SOUTHOLD RETAINING WALL RAIN GARDEN DETAIL PROVIDE 12"PVC PERFORATED SCTM. N0. 1000-90-2-14.1 a, q,. ',4• ^ t . "`: WRAPPED IN FILTER s 5' b' 7' Hx ,� BEYOND, SEE PLANS t� FABRIC,1� NOT TO 50ALE { Project Sheet 8.5' 2018-45 D LU 7' 6' 5' 4' # Date (� X (] 'Q ,.,., A F. Q Z o us NOTE: PRECAST TRENCH `� r MIXED SUN AND SHADE (EAST/WEST-FACING) PLANT SCHEDULE FOR DRY SITES FLOOD ZONE 1 4 WALKWAY SP- 1 S z ° z � .. - _ ,.,� ��;,. ' �� ' t �--.� � / ) __ ; DECEMBER 2018 AE6 V O ° HOUSE TO BE DIST. U_ LL N U_ N 6" OUTSIDE CHAMBER C) C-1:7 LOCATION TYPE BOTANIGAL NAME COMMON NAME 51ZE 5PAGINC7 scale FLOOD LINE �`v + ,• A SHRUB ARONIA MELANOGARP BLACK GHOKEBERRY 2-GALLON AS NOTED ,. LU 1 .,. �Y PANIGUM VIROATUM B GRA55 5WITGH GRA55 I-GALLON IS" O.G Drawing EAST ELEVATION / SITE SECTION SHENANDOAH F n SHORT TOOTHED MOUNTAINQ_ " G PERENNIAL GNAMTHEMUM MUTIGUM MINT 1-6ALLON SITE V� SGALF: 1 = 20'-0" 9-FROM AREA OF THE RESIDENCE LOOKING WEST. FLAGGED TREES INDICATE TREES TO BE REMOVED FOR SANITARY AND BULB NARG155U5 'DUTGH MA5 R' TRUMPET DAFFODIL BUL65 GLU5T ER :2:A:T:� DRAINAGE PURPOSES. THE EXISTING DRIVEWAY IS TO THE LEFT. SANITARY PLAN PROVIDE PVG FENCE AT PUMP CO IPRESSER POWER CIRCUIT DRAINAGE CALCULATIONS: I�318 BY N tj 5-0" HEIGHT FOR ALL =v 'I' M1 McvoNALD n c61 r{�- ��, IMPERVIOUS AREA: 61505fleCE AREAS GREATER THAN 3-0 I 1-1 a mx SPRAY � b.qO'-To- DARK BROWN IN WALL HEIGHT I PUMP „s BUILDING ROOF AREA 3,786 SOFT. I' LOAM(OU N ""` p- "` N -----------\`MOTOR/PUMP RATINGS: PROVIDE WATERTIGHT 067.00DD 'ROVIDE SAFETY GRATES IN51DE EXI5TING DRIVEWAY 2,340 SOFT. EL INKBERRY PLANT,5EE 51TE 3/411P 0 115V FLEXIBLE J015T SEAL AT 060.0000 ALL TREATMENT IN IT GOVER5 TO PROP05ED PAVED AREA (PATIO AND WALK) 2,126 SOFT. 5.9o' I' 13ROM 51ILT _ PLAN = CB2 M2 CSR 6 LOOPS_ 15.0 F.L.A. INLET 8 OUTLET PIPE5 46 1/2 • 5RADE TOTAL IMPERVIOUS AREA 8,252 SOFT. 3 a aLK o- -c� N aLK RP ----------/ RECIRC\PUMP RATINGS: s /z X 2" RAINFALL VOLUME O.Ib-f PUMP ; 3/4HP ® 115V ° EL. PROVIDE BLUESTONE GAAT I '""` """ N --------- MOTOR/ 15.0 F.L.A. • TOTAL VOLUME REQUIRED 1318 GU.FT. 3.9' BROOM SILTY THE TOP OF THE i 3 TO SAND(51•U I'-O" CB3 M3 'IF�C �;'�:; DRAINAGE SPECIFICATIONS d DESIGN: NOTE: GRADE BEHIND aLK ° -� aLK P t y MIXER PUMP RATINGS: INLET 70154.11.. OUTLET I DRYWELL 8'DIA. X 2' DEPTH IN DRIVEWAY = q0 GU.FT. s,q 4' PALE BROWN NOT TO EXCE �' PUMP ; 3/4HP ® 115V • ° ° i N -----------\MOTOR15.0 F.L.A. 021 PROVIDE 15 LEACHING GALLEYS 2 FT. DEPTH AS SHOWN ON PLANS ib ESP) SAND PROVIDE THO _ , 15 X 64 GU.FT. PER CHAMBER = a60 GU.FT. WATER WATER IN ,: .•° CB4 I� ° ° RAIN GARDEN 8G-7 5Q.FT.X 0.5 (6" DEPTH) = 448 GU,FT. f PALE BROWN GENERAL NOTES THE WALL IN T � � ' ° TOTAL DRAINAGE CAPACITY = 14g8 GU.FT. -01 �O SINE SAND ° ---------- COMP. RATINGS: 02oaTHE SANITAI COMP 4HP 0 115V (�) .,.:.. THIN STONE VENEER A5 m,r � MOTOR ) 1/ ° ° ° I.J a DIRECTED BY OWNER N --------"-��` 5.4 F.L.A. s1 1/z THIS DRAWING, PREPARED FOR THE g �NOTE: ALL MOTORS E-. SPECIFIC PROJECT INDICATED, IS AN GHOKEBERRY PLANT SEE n . PLG CONTROL PANEL -13.10 SITE. INSTRUMENT OF SERVICE, AND THE •� m 51TE PLAN �W OVERLOADMUST EPROTERCTION. W/ HP &0 GOMPRE55OR Tb EBELO"5URURTER FArE PROPERTY OF ROSEBERY ARCHITECTURAL ° OLD LR1-01 Rm WH7 CONSTRUCTION FENCE: (-01') STUDIO AND JOHN D. ROSEBERY PROVIDE WEEP HOLES M1 • CONSTRUCTION FENCE BE 6-FEET HIGH CHAIN LINK FENCE AROUND TEST BORING FOR VENEER A5 °° LR1-02 M2 "T CONSTRUCTION SITE FOR THE PERIMETER OF THE AREA OF CONSTRUCTION AND ARCHITECT PLLC, REQUIRED SHALL NOT ENGL05E MORE THAN I ACRE WITHIN. PROVIDE A SECURED FRONT NOTE,NI A�D1�TO�D _ INFRINGEMENT OR ANY USE OF THIS NOTE: HALL 15 TO BE s RRK q MONITORING WELL"15431,.15 1 RECIRC RUNNING YARD ENTRY GATE BY PROPOSED BUILDING, AND PROVIDE STABILIZED NI6FIESTWAI'ERTABLEq..IS KEY MAP SEPARATED TO SANITARY ° STEM REINFORCEMENT#5 •w LR1-03 wlrr CONSIDERED AT 13 DE51ON 6ROUND PROJECT IS PROHIBITED. ANY ALTERATION, 5Y5TEM BY 10 FEET TO a �j\\i\\i\ i M3 PROVIDE SAFETY GRATES INSIDE AGGE55 DRIVE, AS APPROVED BY BUILDING INSPECTOR. FRONT, SIDE AND WATER Is CON51DERED 1e INSIDE EDGE OF WALL \\�\\ REBAR @ 12" O.G. OR REPRODUCTION OF THIS DOCUMENT IS / //\//\//\//\ VERTICAL AND -<&MIXER RUNNING ALL TREATMENT UNIT GONERS REAR YARD OF PROPERTY SHALL BE SECURED AT ALL TIMES FOR THE ALSO PROHIBITED WITHOUT THE WRITTEN j\\j\\jam% WWW.CALL811.COM 50' MIN. BUT SUMCIENT TO KEEP "DIG SAFELY" REQUIREMENTS IN NEW YORK STATE 8%0"MAX. C.to C. SEDIMENT ON SITE EXCAVATORS, CONTRACTORS AND HOMEOWNERS CALL 811 BEFORE SHAY BAIL ILT FENCINGO/OR DIGGING LL77 oLL THE NEW YORK STATE PUBLIC SERVICE COMM155ION(GOMMI5510N) WANT5 TO REMIND ,� f EXGAVATORS CONTRACTORS AND HOMEOWNERS THAT STATE LAW REQUIRE5 THEM TO GALL ONE ' =a ;t. t '.+iw�'.r`it"-:'.'<'�v..:.•; ;F:a: jrrw, ..,{'n ti"y�,•,;t41 l;` OF THE 5TATE'5 TOLL-FREE ONE-GALL GENTER5 BEFORE STARTING ANY EXCAVATION OR DIGGING ,(( f ^MIN. '",',1-' w, <'l•z-y!>,!. ;.).1" � Z�=y:ql y ' `1. ' > iii: p PROJECT. '.:•<' a:•n•i^r _ .2"-<:y^":4r:.. :'':y,:: ....\:•^,r=.•?: ^7e^.t'v�V-:^i�.M t7iW NEW YORK STATE ESTABLISHED THE ONE-GALL NOTIFICATION 5Y5TEM A5 A FAST EASY AND FAST, �c':'<., j 2a�.: t.-r,r''y t' •,•�,�r-, Ir5 �:`!C� a::e�let... ,�.:oL•"S,".+•.` {" 1•+''�.. _Z O Q y' ... .<j:"Y:. w ..4•.'"-',.+c ;e'....•.e`a.,.�."�.,i,,.`•� COMPREHENSIVE WAY TO ENSURE UNDERGROUND FACILITIES ARE PROPERLY MARKED BEFORE A p Q :••; ;ri=. :.' ., DIGGING OR EXCAVATION PROJECT BEGINS.THE KEYS TO PREVENTING DAMAGE TO UNDERGROUND `• .ta.v `^� .; ';''':" •:�ry': < "s• - +•� ", o GV O .:�i'i` 4.�.J.`"r,:c"•t:.xl. i .�+.r1}?;�'"w•ti .-�•'r:•tiy<!:.+:�•' O i!S FACILITIES ARE THE TWO "ONE-GALL NOTIFICATION 5Y5TEM5"THAT SERVE AS COMMUNICATION -` ' 4' ;;Y•*''^� ;:,'�;.t ' < iw;•rte' w AVA N LOCAL UTI ITIES NIUPAUTIES. PERSPECTIVE VIEW �-`�° `�'' ,i4;x� '�`'`=-•r•a�,,.<.."�•.•r a� LINKS BETWEEN CONTRAGTOR5/EXG TOR5 AND L L L JMU >' ..• •: ^.' ..*�;^ o- 'r�l : ri. R_<• GENERAL NOTES ..� :.sem a, ;?i%. .. x�c a ��! .. ti.i yir:.•t � ABOUT THE REQUIREMENTS: :..a�. :A�.;.:��:, =• rt.• ��.{`~" ,,�•y>�'. �•>~ T:ytf£.t."^S•4 ii w�._R:j-.f+1yf.{.t,��.r�'.4�w dty Lr.1 •C-Y�'"M."3.��it�,.ay:`.'•f n°. X11.<.••,. , ....:7:. .:•'i..4:nT:• ,:1;1:.�. . `1�.••:::s'..•'.. r \.. , THIS DRAWING, PREPARED FOR THE UNDER THE COMMISSION'S "GALL BEFORE YOU DIG" REGULATIONS,ADOPTED TO PROTECT THE 36" MINIMUM 2 x 2 SPECIFIC PROJECT INDICATED, IS AN PUBLIG'5 5AFETY AND GENERAL WELFARE,THE FOLLOWING PROCEDURES ARE REQUIRED: CONSTRUCTION B ENTRANCE N.Y. FOUNDATION D.O.T.ON of COM ACTED FENCE POST 3/4" STONE BLEND OR .STATE D. APPROVED R.C.A. INSTRUMENT OF SERVICE, AND THE ADVANCE NOTIFICATION REQUIREMENT FILL TOW(Min.)ABOVE EXISTING GRADE FOR DRA NAGE. PROPERTY OF ROSEBERY ARCHITECTURAL AT LEAST 2 TO IO WORKING DAYS PRIOR TO ANY MECHANIZED WORK(DOES NOT INCLUDE THE WOVEN WIRE FENCE STUDIO AND JOHN D. ROSEBERY DATE OF THE GALL) NOTICE MUST BE PROVIDED TO THE ONE-GALL NOTIFICATION SYSTEM,WHIGH (6 x 6 - 10/10 WWF) ARCHITECT PLLC. WILL TRANSMIT THE PROJECT INFORMATION TO INVOLVED MEMBERS 50 THAT THEY CAN MARK THE PLAN VIEW LOCATION OF ANY FACILITIES AT THE EXCAVATION SITE. FILTER CLOTH INFRINGEMENT OR ANY USE OF THIS HOW 15 NOTIFICATION MADE? N PROJECT IS PROHIBITED. ANY ALTERATION, FOR EXCAVATION ON LONG 15LAND AND THE FIVE BOROUGHS OF NEW YORK CITY,NEW YORK 811 SCOPE OR REPRODUCTION OF THIS DOCUMENT IS MUST BE GALLED AT 1-800-212-4480.FOR EXCAVATION EL5EWHERE IN NEW YORK STATE,DIG ALSO PROHIBITED WITHOUT THE WRITTEN SAFELY NEW YORK MUST BE GALLED AT I-800-962-1462. NOTIFICATION FOR EXCAVATION WORK EMBED FILTER CLOTH R EXISTING GRA CONSENT OF THE ARCHITECT. ANYWHERE IN THE STATE GAN BE MADE BY DIALING 811. WHETHER DIALING THE 1-800 NUMBER OR MIN. 6" INTO GROUND R 0 A D 811,THERE 15 NO CHARGE FOR THE GALL. CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED WHAT DOES EXCAVATION INCLUDE? HAY BAIL AND/OR 3/4'STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.C.A. EXCAVATION 15 DEFINED IN STATE LAW A5 "...MOVEMENT OR REMOVAL OF EARTH,ROCK OR OTHER NOTE: r SILT FENCING FILL T018"(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. MATERIALS IN OR ON THE GROUND BY USE OF MECHANIZED EQUIPMENT OR BY BLASTING,AND MAXIMUM DRAINAGE AREACONSULTANTS: INCLUDES,BUT 15 NOT LIMITED TO AUGURING;BAGKFILLING;DRILLING;GRADING;PLOWING IN;PULLING 1/2 ACRE / 100 LINEAR FEET CROSS SECTION IN;TRENCHING AMC)TUNNELING. TOOLS MANIPULATED ONLY BY HUMAN OR ANIMAL POWER AND THE TILLING OF 501L FOR AGRIGULTURAL PURPOSES SHALL NOT BE DEEMED EXCAVATION. WHAT 15 THE EXCAVATOR REQUIRED TO DO IF THERE ARE MARKED UNDERGROUND FACILITIES AT SECTION DETAIL THE WORK SITE? TEMPORARY CONSTRUCTION ENTRANCE BEFORE USING POWERED EQUIPMENT NEAR MARKED UNDERGROUND FACILITIES,EXCAVATORS ARE SILT FENCE DETAILS REQUIRED TO VERIFY THE LOCATION,DEPTH,AND DIRECTION OF RUN OF THE FACILITY BY MEANS SCALE:NTS OF TEST HOLES DUG BY HAND. AFTER VERIFICATION,A CLEARANCE OF AT LEAST 4 INGHE5 MU5T SCALE:NTS BE MAINTAINED BETWEEN POWERED EQUIPMENT AND THE UNDERGROUND FAGILITY. NOTE: All sections of permanent and/or final driveway construction located within a Town R.O.W. must meet the minimum requirements of the Town Highway Specifications and is subject to the approval of the Highway Superintenden FLOW Z_ \^ t� 8"THICK REINFORCED ED CONCRETE TRAFFIC �'C�R BEARING SLAB �\ O01EL ROS E E 211 ASPHALT ROAD 4" VERTICAL E .E SURFACE ON 4" 24" DIAMETER SLOPE E COMPACTED RCA BLEND. CAST IRON INLET GRATE ' FACE g TYPICAL N & FRAME .�13'Q 24265 BEDDING DETAILPRECAST CONCRETE OF NE�� :r:'.>if;� :":��'• '' .$• �;. CHIMNEY ANGLE FIRST STAKE TOWARD �=% �� III Da coo 11� 90 Architect registration expires 9-30-23. PREVIOUSLY LAID BALE. ��" �L I II a® ®® ® 16 RAISE HOUSE ELEV.SOUTHOLD 1/23 a®®® 18 TRAFFIC BEARING BUILDING DEPT.COMMENTS 10/22 DRAINAGE PIPE. TYPICAL FLOW 7 i ' =%� r' �I 15 BUILDING PERMIT SUB. 5/22 o®® _ W DIAMETER x 2• DEEP WETLANDS PERMIT IID. v®® = PRECAST CONCRETE 14 APPROVAL, SUBMISSION 3/22 li• ^ L' = o® ' I Illi LEACHING RING. TO SCDHS FOR PERMIT CLEAN SAND& �R 13 NYSDEC REVISIONS 1/22 GRAVEL FILL. BOUND HAY BALES ' PLACED ON CONTOUR WATER 2'-0" 8'-0" 2'-0" CLEAN 12 TRUSTEE REVISIONS 11/21 Min. Diameter Min. SAND& TOWN OF SOUTHOLD 2 RE-BARS: STEEL PICKETS OR GRAVEL 11 WETLANDS PERMIT APP. 9/21 2" x 2" STAKES 1,5'to 2' IN GROUND. FILL. DRIVE STAKES FLUSH WITH TOP OF DEC REVISIONS HAY BALES. apical Section @ Leaching POOL 10 MAY 28 COMMENTS 6/8/21 Ty ANCHORING DETAIL Scale: NTS 9 DEC REVISIONS 5/21 MARCH 21 LETTER STRAW BALE DIKE DETAILS 8 DEC REVISIONS 10-2020 SCALE:NTS HEALTH DEPT. SUB. 7 RELOCATE HOUSE 2-2020 z-z t/a"� �( - - 6 HEALTH DEPT REV. 11/19 ®` 18"DIA PIPE KNOCKOUT 5 CONSTRUCTION DOCS 9/19 'I- No. Revision/Issue Date I I/2" 1211 5° 11/2' 2' 5" 3/4' 8" A ROSEBERY _ 1/2" EXPAN51ON JOINT i�l 3/4 8" END VIEW - END WALL ry ARCHITECTURAL 6" CONCRETE APRON FLOW JAL s• S TUD I O trn a'-s t/2• '• •:'� ••� II II II II �, II II �-- - tD' 1/2' - --� •. _ _JL JL --J II = II 11 1029 SI PP AVENUE - " r � JL_ JL--- TOP VIEW NOTEe BOTTOM OF ALL LEACHING POOLS ARE :a - MEDFORD N.Y 11763 TO BE 1.5'MINIMUM ABOVE GROUNDWATER �, • m FRAME 4 GRATE-FLOCKHART NOTE: LEACHING GALLEYS SHALL BE PHONE: (631) 730-1262 NO.664-D OR APPROVED INSTALLED ON GRAVEL 4 STRUCTURAL FILL. 24" 24• EQUAL FLUSH WITH 6ZADE A ELEVATION FAX: (631) 730-5476 BACKFILL NOTE: ALL LEACHING POOLS ARE TO BE B POCKET' PROVIDE STORM DRAIN DEFENDER UNIT SECTION A - A E-MAIL: rosebe o tonline.net CRIBBAGE UNDER CATCH BASIN INSERT FFO DEBRIS PRECAST,WITH PRECAST OPENIN05 AND SHALL SECTION B - 13 ry@ p ANCHOR TIES CONFORM TO VILLAGE OF WE5THAMPTON WEBSITE: ENVIROMET MODEL NO.DOREC-WPIL 10 BEACH STANDARDS SEDIMENT WITH OIL PILLOW BELGIAN BLOCK CURB DETAIL (TYPE B) www.roseberyarchitect.com BACKFILL ALLOW 3'MIN.FOR ADJUSTMENT 10"DIA.PIPE KNOCKOUT NOTES: -4'-0" 2•-6• Project Name and Address POCKET e"REINFORCED TRAFFIC EI.(sEE SITE (EACH SIDE)PROVIDE I.CONCRETE TO I3£ 1 1/2:3 MIX 3" SLUMP WITH AGGREGATE PASSING 3/4" SIEVE BEARING SLAB TO CARRY H-20 6"KNOCKOUT RECESSED CONCRETE 2.TYPICAL BEL6IAN BLOCK TO BE 5"x 8" x 11" WITH COMPRESSIVE 5TREN6TH OF ZENK RESIDENCE 4'-0" LOAD WITH AN OFFSET OPENING b'MIN OF cov>_R 2•_g• > FOR BUILDING DRAINAGE s 1/4" �GOVER 2._. 4)000 P51 MINIMUM. 4'-0" �� - �P - - 3.DROP CURB LAYOUT - SEE STANDARD SPEC. NEW RESIDENCE -18" DIA.HOLE 4.MORTAR MIX TO BE 1:2 ALL JOINTS 5.TO BE CONSTRUCTED WHEN ROAD 4'-0' BACKFILL WITH OVER-SIZE GRADE EXCEEDS 6% L AL STONE MATERIAL 1'-0"ALL ® ® ®� ® E3 ~ AROUND BASIN FOR FULL ®� �® 280 CEDAR POINT DRIVE, a PTH,SEE 51TE PLAN. N.T.S. � p" MAX. FACE I� � � ® ® ® 8 I � WRAP CATCH BASIN IN GRADE 13- OF WALL E3 ® E31 IW4 EL.3. MN. FILTER FABRIC,FOR / SOUTHOLD, NY BANK RUN LAMENT CONTROLS � VN F SOUTHOLD STRUCTURAL FILL 124 NOTES: B o CAMBER. t_3•t' t/z• - r-e- 1. ONLY 40 YEAR ACID TIES IN SOUND CONDITION, SIZE TVP '= GROUNDWATER EL. IS END VIEW - INTERMEDIATE WALL SCTM. N0. 1000-90-2-14.1 6"X6%8". - - - - 2. TIES TO BE SECURED WITH 3/8" DIA. X 12" GALVANIZED DUMMY CUP,TYp. Project sheet SPIKES AS PER FOLLOWING SCHEDULE: 1 @ EACH END OF SIDE VIEW LEACHING HOLE,TYP. NOTES 2018-45 HORIZONTAL FACE MEMBER. 1 ® EACH END OF HORIZONTAL LEACHING GALLEY DATA CRIBBAGE MEMBER. 1 ® EACH END OF ANCHOR TIES. I. CONCRETE 4,000 P51 a 2e,DAYS Date 3. SPACE ANCHOR TIES 0 8'-0" O.C. INTERNAL QUANTITY OF DRAIN WALL INTERNAL VOLUME APPROX.DRAIN OPENINe5 WEIGHT 2.REBAR TO BE ASTM A-615 GRADE 60 WALL H6T. UNITS ON SITE AREA(SF) OF GAL. TOTAL 51ZE ANGLE (Lb) 3.WELDED WIRE FABRIC ASTM A-185 _- -_ -, -- DECEMBER 2018 4. BATTER FACE OF WALLS 1" IN 12". 4.DESIGNED FOR AASHTO HS-20 LOADING -" I'-0'(Al 8 11.0 32 23q 12 3/4"X b' 14 DEG. 4,150 SP-3 5. INITIAL BASE TIES TO REST IN VIRGIN SOIL. 5.TOP SLAB AND WALL ARE MONOLITHIC 6. BACKFILL MATERIAL COMPACTED TO 95% COMPACTION AND I'-6.0) 8 25.5 48 35q 20 3/4'X 6" 14 DE6. 4,730 Scale FREE FROM DEBRIS. Z-0.(6) 8 1 34.0 1 64 41-1 20 3/4'X b" 14 DE6. 5,325 AS NOTED F U L LY C R I B B E D TIMBER TIE NOTE: SEE SITE PLAN FOR DRAINAGE LOCATION 4 DEPTH I.'t fi - Drawing RETAINING WALL LEACHING GALLEY/DRAINAGE DETAIL N.T.S. SITE DETAILS FF L,rco Glenn Goldsmith, President ,moo Gym Town Trustees, A Nicholas Krupski, Vice-Presidenty = 54375 Route 25 Eric Sepenoski o r" P.O. Box 1179 Liz Gillooly ,y�jo� �ao�' Southold, NY 11971 Elizabeth Peeples ' ' '' Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: ANDREA COURT PROPERTY HOLDINGS c/o JOHN D. ROSEBERY Please,be advised that your application dated October 21, 2022 has been reviewed by this Board at the regular meeting of February 15, 2023 and your application has been approved pending the completion of the following items checked off below. xx Revised Plans for proposed project—(—one to one replacement of trees removed during project with native trees and planting plan indicating locations and concentrations of plantings along the retaining wall.) Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1St Day of Construction ($50.00) %Constructed ($50.00) Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ none BY: Glenn Goldsmith, President Board of Trustees Rosebery Architectural Studio John D. Rosebery Architect, PLLC Phone: (631) 730-1262 1029 Sipp Avenue, Medford, New York 11763 Fax: (631) 730-5476 E-mail: ❑roseberya-optonline.net Cell Phone: (516) 449-1409 Letter of Transmittal TO: TOWN OF SOUTHOLD BOARD OF TRUSTEES ADDRESS: SOUTHOLD TOWN HALL ANNEX, 54375 MAIN RD. P.O. BOX 1179, SOUTHOLD, NY 11971 ATTENTION: ELIZABETH CANTRELL, DIANE DISALVO SUBJECT: APPLICATION FOR JOHN ZENK, 280 CEDAR POINT ROAD, SOUTHOLD, NY. SCTM NO. 1000-90-2-14.1 PROJECT NO: 2018-45 DATE: 3/3/2023 CC: We are sending you the following items: _x_ Attached _Under separate cover via delivery the following items: Revised plans Copies Date No. Description 1 3-3-23 3 Additional site plan set as requested by Diane DiSalvo in Tuesday email These are transmitted as checked below: X For Approval Approved as Submitted Resubmit copies for approval X For your use Approved as noted Submit copies for distribution As requested Returned for Corrections Return corrected prints For review and comment For Bids due date: Prints returned after loan to this office. Remarks: Revised site plans indicating the landscaping at the exterior wall and the detail of the retaining wall on sheet SP-2. If there are any questions about any of the information submitted, please contact this office. Signed: '� 04 J ck osebery, AIA Arctiftect !�r�E 2i �yf MAR - 3 2023 r Glenn Goldsmith,President �� 'cOGy Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 0 Eric Sepenoski ?, P.O.Box 1179 Liz Gillooly �y • O��' Southold,NY 11971 Elizabeth Peeples l �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: 211 Completed infield by: �►? be-}� P �.�� e\ John D. Rosebery, Architect on behalf of ANDREA COURT PROERTY HOLDINGS, LLC, c/o JOHN ZENK requests an Amendment to Wetland Permit#10042 for the demolition of existing one-story dwelling and construct new 60'x48' irregular shaped two-story dwelling with garage under at elevation 6.1 and first floor elevation at elevation 15.1 in lieu of originally proposed elevation of 13.8; a 5.5'x18.5' covered porch; proposed 57'x20' seaward side irregular shaped deck with a 10'x30' swimming pool with 5' depth, and a 8.6'x3' width deck stair at the rear entry to the dwelling; construct an 8' long by 18" high retaining wall along west side of seaward side deck extending from exterior basement wall to top of deck stairs; construct 7' long and 5' wide front entry stair; install 100 cubic yards of fill for the new I/A system; and to establish and perpetually maintain a 10' wide Non-Turf Buffer along the landward edge of the bulkhead. Located: 280 Cedar Point Drive E., Southold. SCTM# 1000-90-2-14.1 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed,work falls under: Chapt.275 Chapt. 111 other Type of Application: _V/Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: , Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: n p yn&+ S'-6 e no Aiw kSioyA np jwl-utncP 6,AA 6fj1L� e&Af� Moc-d o ;6i vv� a .6, r s ba oUS-6 OV-PAA-43 r e T-taa e,� )e►vi-Yrnj Isle — Q Present Were: G. Goldsmith N. KruPski E. Sepenoski L. Gillooly ✓ E. Peeples Andrea Court Property Holdings,LLC 280 Cedar Point Drive E.,Southold SCTm#: 1000-90-2-14.1 2/7/23 i D o r Andrea Court Property Holdings,LLC 280 Cedar Point Drive E.,Southold SCTM#: 1000-90-2-14.1 2/7/23 w • +r'ayoa.1+•:. .tA.Y � +.7e� •.. w,f_©L�Y'J • tJ " V V •_M + ��fis Zenk Property �. *� x r :4 '' Y Legend rESr BORIrl6 N Q 7.39' �/� //� 12-13 1a aY WWNALD 7.39' �/ From South �u x OE05GIENG �C LOT AREA - 35,914 SQ.FT. "�" " '� b.qo' 6E05GIENGE , , �a - ' �' �. EL. � I'O LOAM(OL) 1 PARK N \ \ 6\38' �� 1- u' sem' I' T ^ � f ro (MU \ \ 6.31' \ A O� .. 3' \ \ \ S \ O/ n� EL \ ��O / �/ #..' 3.Q T3.O BROWND((5M)TM PIPE FD �Q, �/� 00/ *� _ (' \ N \\ 00,, {�\� GON5TRUGTION ENTRANGE - gyp, ' 2q' "' � '� .-� � 4' PALE BROWN " ' A" �� TO FINE 5AND FOUNDATION OF COMPACTED 3/4 lb, (�) �� \ of ! 7.1 \ \ STONE BLEND OR N.Y. STATE D.O.T. �`" 5. � ti """ ENCOUNTERED b' PALE IN\ \ + \ / \� � ,(� APPROVED R.G.A. FILL TO 18 (Min.) � � , _ ' � GENERAL NOTES ABOVE EXISTING GRADE FOR 0 l'-6" TO 5114E 5Ar,a a I '.; y*� �; EL-0.1 (5P) \ \ � DRAINAGE. u ,, .., 20 7 + THIS DRAWING, PREPARED FOR THE 4 EL. SPECIFIC PROJECT INDICATED, IS AN 4.86' "" h -Is.10. AREA TO \ / + \ AREA TO REMAIN "`" ` WATERENGOUNTERED INSTRUMENT OF SERVICE, AND THE ;, lb'BELOW 5URFAGE ~ REMAIN NATURAL \ .3 \ NATURAL +7 �` �I (0.11 SITE PROPERTY OF ROSEBERY ARCHITECTURAL STUDIO AND JOHN D. ROSEBERY + \\ "' � + i � TEST BORING ARCHITECT PLLC. d UNDISTURBED / . \ 4.7 6' UNDISTURBED *� �` r � ° ,.,. �'` {- "« ` AGGORDIN5 TO 5GDH5 \ 4.8' q '� a �' , ' " MONITORI%WELL-15457,THE uPf r F e:CP�9'at f ;a'% INFRINGEMENT OR ANY USE OFTHIS FLDOD �= �� i( HIGHEST WATER TABLE EL.15 + tiT 4.56' - KEY MAP ' !M h i 1' 4 \ � .� GON5IDERED AT I3 DEs1614 GROUND PROJECT IS PROHIBITED. ANY ALTERATION, ZONE { �>•- �r� u,r ., . �� WATER 15 GON5IDERED Ib 4.4 \ ` ; OR REPRODUCTION OF THIS DOCUMENT IS / 4.0' r\°j \ 4.38' ALSO PROHIBITED WITHOUT THE WRITTEN CONSIDERED A PART OF / rn ALTERNATE SWITG��RA55 ' " _° CONSENT OF THE ARCHITECT. °W / "' d GHOKEBERRY \ LOT COVERAGE CALCULATIONS: MIDWAY INLET" -�,�' / 4 EA. 5' O.G. \ AGGORD I NCS TO SUFFOLK 4a- \1 + \ COUNTY CAIS �� no4.1'\ AREA OF DISTURBANGE � IMPERVIOUS AREA: AREA go OF LOT GOVERAOE 17,608 50.FT. r BUILDING ROOF 4 DECK AREA: 3,156 50.FT. 10.54 % FRE5HWATER ' 4 8' EXI5TIN6 DRIVEWAY: 2,340 50.FT. 6.51 % CONSULTANTS: WET AND : I L PROPOSED PAYED AREA (PATIO AND WALK): 2126 SOFT. 5.611 ! 3 DRAIN5, 5EE DETAIL Y T + AERIAL PHOTO FROM SOUTH BOUNDAR A 2 TOTAL LOT GOVERA E: 6 b,252 50.FT � 422.a % 2.9 ! + o� UPDATED PHOTOS FROM 10-21 G ONTOUR AS :: j i , .3 PROVIDE PERENNIALS d BULBS AS PER E DETERMINED BY :':`;' ::;:`:;:`:;: :'`;:::::�:::: : ::::;:;:.:.;;: 18m X 2 0 �W I DETAIL SPACING TO BE RANDOM 5 MIN. SAVE LANDSCAPING SCHEDULE [.� �.-.• .--"� P DEEP / , EXI5TINC TREES WHERE NEEDED. r NYSDEG ON .... ff 6/18/20 ...SND:: ::::: 1 LEAGHIN6 /o�� Z PROVIDE 4 KOU5A l' 1 NO. KEY BOTANICAL NAME COMMON NAME SIZE SPADE TY. NOTES L� „ ' POOL u (�� + 4.7'DOGWOODS 6' HT. 1.5" GAL. JAN 8 2_023 $ I R G AR W ONIA ARBUTFOLIA RED GHOKEBERRY 3A - C� L 2 3 EE P 5 LN 22 DONT. I DE DED Z E 0 N � I R.O.W. LIBER �o / RBANGE 5G I RGATUM SW I TGH CRASS :. : . AREA OF DISTU 2 PAN I GUM V QT SEE PLN. 23 OT �' �' (17,bOSt S.F.) TO BE PLANTED IN CLUSTERS IN AREAS 5HOWN 2' O.G. 3096 COVERAGE."� 6gg4 P6 543 a `„° / 2 I J REMOVE TREES IN THIS AREA AS ALTERNATE 5WITGH CRASS d / 3.3' / RED GHOKEBERRY / S�3° ` / // +(4.0a (4 REQUIRED FOR INSTALLATION OF SYSTEM 3 SM AGER RUBRUM 'FRANKSRED' SUNSET MAPLE _ 5'-b' (4" GAL..) SEE PLN. 4 B4 B 8 EA. 5' O.G. / 26 00 100'E l 3.4' '00� 4 100 FEET FROM FRE5HWATER 4 KD CORNU5 KOU5A KOU5A DOGWOOD 5'-6' (4" GAL.) 5EE PLN. 4 B$B d4 WETLANDS VEGETATION TO BE 5 10 FEET NON TURF BUFFER � + /Q� �> BB MYRICA PENSLYVANIGA BAYBERRY 3 GAL (2'-3') 5' O.G. 25 DONT. AS REQUIRED BY TOWN OF + co <c / ' a �� 3 6' Q, GLEARED OF DISTURBED WITHIN THE " " SOUTHOLD TRUSTEES .8 l y,N (6) �t 1 AREA OF D15TUR5ANGE ONLY. AREA 6 B5 ALOPECURU5 MY05UROIDE5 BLACK 6RA55 3 CAL. 5EE PLN. 11 CONT. , ~ 4-RED SUNSET MAPLE 6' DISTURBED WITHIN 100 FEET OF THE HT. 2" GAL 9 fib` p �C?� WETLANDS 5,450 SOFT. 8 TO BE PLANTED IN CLUSTERS IN AREAS SHOWN 2' 0.C,. 3096 COVERAGE LOGATION5 5HOWN, NOT TO NTERFRE IN �� R.O.W. OR UTILITIES. 5EET� OUT5IDE �• dz�� ,/Q� + O ARC a' q BUFFER W/ NATIVE CRA55E5 ro, D" J - MIX RED BAYBERRY AND GHOKEBERRY 1-TIDAL POND TO THE NORTHWET OF THE PROPERTY, CALLED ��EyjT Miy �° tr e "MIDWAY INLET" FROM SUFFOLK GIS NOTES: '< 8'X10' TEMP SHED FOR TOOL dAl ": Q� SHRUBS 10 EA. AT TOP 4 BASE OF SLOPE TOTAL: Ii°I NOEL ROSF e � ��' o � � 3 GAL CONT. 5' O.G. USE MIX W/ 5WITGH SMALL SHRUBS ARE TO BE IN STORAGE INSTALL WATER LINE, MrN 4' R}"`` J PAVER SELECTION IN LANDSCAPED AREA BY OWNER cu REMOVE AFTER GON5TRUGTION q) + a /�"/:. ". 'N + 2.6'w GRASS 4 BLACK 6RA55 ON SLOPE CONTAINERS NOTE: SURVIVORSHIP TO BE MAINTAINED FOR 2 YEARS. ALL PLANTS THAT HAVE DIED 15 RED BAYBERRY 2' HT. °' 2^ ' ': Q� v STABILIZE SOILS SEED WITH TREES AND LARGE SHRUBS ARE TO BE OR ARE 015EA5ED ARE TO BE REPLAGED AT THAT TIME. IN GEDAR MULCH L9d4HIN6 0 (8,2 1 / _ NON FERTILIZER DEPENDENT BALLED AND BURLAPED (Ba B) NOTE: IRRIGATION TO BE EXTENDED TO ALL LANDSCAPED AREAS INGLUDIING EDC-E-5 OF GONG. RET. WALL (SHADED) 6ALLEY5 2' o af48 ? Q� RYE-FE5GUE MIX BUFFER AREAS 2426' WITH 5TEP5- INDEPENDENT OF DEPTH NOTE: SEE 501E RESTORATION PLAN "9T ya I MIN. (�' SDR AGTI \ 3GONG.RETAINING WALL 2'FROM F N� BDG, STRUCTURE/ O (4 q) 16 45Y5 u0)\� 41, �IzoP1 RTY LINE PROVIDE THORosEAL DETAIL ON SHEET SP-5 FOR AREAS NOTE: ALL HYDROSEEDED AREAS ARE TO USE A NATIVE SPECIES RYE-FESCUE MIX, 4014 INTERIOR 51DE OF WALL WHERE 501L IS TO BE RESTORED. APPLIED AT A RATE OF 5-10 KG, USE AN ORGANIG TACKIFIER AND A5 LOW A Architect registration expires 9-3o-23. O 5 FERTILIZER RATE AS P0551BLE. ALL AREAS TO BE UNIFORMLY APPLIED. RAISE HOUSE ELEV.SOUTHOLD 1/23 GONG 9, �o _ MIN. ° FLOOD ZONE AE6 4' CONGUR ` l E� y ° l ocAs j - 5 -- - - _ _ _ 16 BUILDING DEPT.COMMENTS 10/22 J /1 5 6 , , FLOOD ZONE X WALK / ! ? p (qS) +4 �� 15 BUILDING PERMIT SUB. 5/22 l� ° J )b Y - �`- co bio EXCAVATE LOAM 4 FINE SILTS 4 SAND OUT OF UJ 4 r 6d o PI bviDE PEA GRAVEL TRENCH EXCAVATION IN SHADED AREA UNTIL WETLANDS PERMIT 14 APPROVAL,SUBMISSION 3/22 J q- LOCATE o l 2�°� 'F�F _ E<CIN 3 ��- �•0' WALKWAY BETWEEN '" � TO SCDHS FOR PERMIT 1-1) 15C � � � sr .�- G GOOD MATERIAL 15 FOUND. REPLACE WITH DRAINAGE p + ° �' GLEAN SAND AS NOTED eF $� JFE5T H : --STAIRS *.T IY U / 10 FROM / REsi dory�ihF WATER LINE °) PROPOSED ESTIMATED FILL REQUIRED = 100 GU.YD5. - 4 «rt 13 NYSDEC REVISIONS 1/22 E v y / .3OVERFD PORCH + - 2-EXISTING RESIDENCE, APPROACHING FROM DRIVEWAY FROM �� - U 18" GONG. qcl 50.FT. THE EAST. ' ' ? �;,, baa " " AY 12 TRUSTEE REVISIONS 11121 S �l/RETAINING l9 5 4 ?es' \ EXI5TIN6 GE55POOL 8 �" � . - ; r WALL SEE eo B ooh-0,30 o F TO BE PUMPED AND R °' .�4 ti rM -0) KEY NOTES: M �' _ .s - .. TOWN of SOUTHOLD Fb\UNDATION o 9g ,may a REMOVED ACCORDING ' "" Et �'F 11 9/21 h( PLAN h (OTE: GONrRAGTOR To PROVIDE FULL ;' :* WETLANDS PERMIT APP. TO 5GDH5 STANDARDS UTILITY MARKOUT PRIOR To CONSTRUCTION ON SITE 1 « L D \ 10 DEC REVISIONS 6/8/21 OVERALL HOUSE AREA MAY 28 COMMENTS LTi O' 51TE PLAN FROM SURVEY BY WARD . - .e RAILROAD TIE RETAINING �o � 8.8, 3 = 3,512 SOFT. BROOKS JANUARY 21,Zola 9 „� � , ' � .� <�; ^�, ..��° DEC REVISIONS WALL UNDER SEPARATE 3.6 r - i +9 3' 9 1, +(6.5) PROP05EPELEVATIONC-RADE5 k �` m ° MF'' 5-EXISTING RESIDENCE FROM MARCH 21 LETTER 5121 DEC REVISIONS CONDENSER PADS - �q 8 10-2020 APPLICATION � �`�rj�� \ 5 � {- EL q I +4.5 EXIST. GRADES 0 WEST 5.4 PHOTOGRAPH LOCATIONS 4-EXISTING BULKHEAD FACING SOUTH '` E GRADE TO 4 5EE DEG 517E PLAN HEALTH DEPT. SUB. MEAN HIGH WATER LIQ . 1. - ELEVATION SHOWNz T � � ' TO BE LANDWARD OF + �ERr(� NoN UNDER DECK FOR 7 RELOCATE HOUSE 2-2020 THE WESTERN BULKHEAD �o T/ ` RrF H FROST PROTECTION NOTE: THERE ARE NO SUPPLY WATER r RETURN AND PREFAB WALL (5p T / 4 \ �+ � \ � WELLS WITHIN 150 FEET OF THE 6 HEALTH DEPT REV. 11/19 GONG. 5TRUGTURE PROP05ED SANITARY SYSTEM (LO B�^ll \ 7 5, 4 '' B-LOCATION OF PROPOSED PLANT MIX OF 5WITG `� \� \ + &RAPHIG SCALE � , SEPTIC SYSTEM. THE TREES 6RA55 4 BLACK 6RA55 I \ 10 FEET NON TURF BUFFER 20' 0' 10' 20' 40' xS THAT ARE FLAGGED 5 CONSTRUCTION DOCS 9/19 GROUPS EACH, 2' O.G. IN 5.7 T/BHD 4' e Q AS REQUIRED BY TOWN OF REPRESENT THE TREES 5TA66ERED ROW5. AS A T/BHD Y d 5qT TOLD TRUSTEES EXPECTED TO BE REMOVED 3-NORTH SIDE OF EXISTING RESIDENCE, No. R2V1SIori�SSue Date 5.2 o (IN FEET) LOOKING SOUTHWEST WHEN THE SYSTEM IS PART OFA 10 FOOT ?0 N6� T/BHD K � (O 1 = 30'-0' 4 INSTALLED. ROSEBERY NON-FERTILIZED BUFFER / SEE LANSGAPINC 5GHEDULE N ° 76 X2'3 �� rJ b FOR THE FOOTPATH 15 O NOTE: COVER MATERIAL �'�.' . µ e ' EXISTING BULKHEAD TO BE W WOOD WALK LIMITED TO NATURAL Y t ARCHITECTURAL REGON5TRUGTED UNDER WOOD BARK GHIP5, STONE, SEPARATE APPLICATION 96.35. \ GRAVEL AND SAND STUDIO TIDAL WETLANDS 2,224 SOFT1029 SIPP AVENUE (6.2 % OF OVERALL LOT) MEDFORD, N.Y 11763 LITTLE PECONIC BAY SITE PLAN 4.9' 1 FAX PHONE:316 0-5476 62 7-EXISTING RESIDENCE FROM SOUTHWEST 5476 6 ALL PLANTS PLANTED AT SCALE: 11"=30'-O" T/BHD &RADE,NOT ABOVE OR DELON, ER05ION CONTROL MATTIN6 E-MAIL: rosebery@optonline.net M°"r '� � WITHOUT MOUNDED SOIL PROPERTY AREA = 35,914 SQ.FT. :' _ � ��t �� LooSEN AND SCORE RoorS WEBSITE ZONED R-40 RESIDENCE OF ALL POTTED PLANTS www.roseberyarchitect.com ° n . BEFORE PLANTING rY h s Jr r SAWGUT EDGE ® PROVIDE DRAIN AT TOP � DRAIN TO BE 1'-0"MAX Project Name and Address (`" F ASPHALT PAVEMENT BELOW TOP OF 6ARDEN RIDGE HT. � ..,: , � I CONCRETE WALK ZENK RESIDENCE I it 35' ABOVE - ~' II q r' � .0 6RADE NEW RESIDENCE D R RN AT SOUTHWEST SIDE 0F PR PERTY UNDISTURBED 50E BULB PLANTING DEPTH $ I 15 2X HEIGHT OF BUL'.B 9 08 NOTE: ° 0 � EN6INEEPED501L 280 CEDAR POINT DRIVE, . ,, 868 01 I I8" O.G. PROVIDE PEA GRAVEL - �' FIN. FL. WALKWAY AT THE BASE OF �" « � I ( 00°x° SOUTHOLD NY EXISTING SUBSOIL op _ n 00,�Op EL.14.1 THE STAIR I ON 3 SLOPE « � ,+� '" j' 00 08 0 08 0 o0 0 9.000 TOWN OF SOUTHOLD RETAINING WALL LU RAIN GARDEN DETAIL PROVIDE 12"WG PERFORATED SCTM. NO. 1000-90-2-14.1 8 BEYOND, SEE PLANS `'"� DRAIN PIPE WRAPPED 114 FILTER _ �, 6, 7. FABRIC OD NOT TO SCALE Project Sheet 8.8' 5' q.l' as' 7.8' mt , 2018-45 UJ 7 6' 5' 41 � M LU A KWAY O w NOTE: PRECAST TRENCH _ �« Date XD FLOOD ZONE i 4 W L O z O z D } MIXED SUN AND SHADE (EAST/WEST-FACING) PLANT SCHEDULE FOR DRY SITES DECEMBER 2018 AE6 _J O_J O HOUSE TO BE DIST. - P 1 N LL N 6" OUTSIDE CHAMBER O LOGATION TYPE BOTANICAL NAME COMMON NAME SIZE SPACING scale FLOOD LINE w I A 5HRU5 ARONIA MIELANOGARPA BLAGK GHOKEBERRY 2-6ALLON AS NOTED EAST ELEVATION / SITE SECTION k PANIGUM VIR6ATUM S 6RA55 � 5WITGH 6RA55 I-GALLON �» „�1�'°t�= °,• �� . .. ,,� SHENANDOAH' 18" O.G Drawing G PERENNIAL PYGNAMTHEMUM MUTIGUM SHORT TOOTHED MOUNTAIN I-GALLON /� 5�i/rtLE: I" = 201-0" 9-FROM AREA OF THE RESIDENCE LOOKING WEST. FLAGGED MINT TREES INDICATE TREES TO BE REMOVED FOR SANITARY AND BULB NARG1551,15 'DUTCH MA5 R' TRUMPET DAFFODIL 5UL135 GLU5TER 2 AT SITE & DRAINAGE PURPOSES. THE EXISTING DRIVEWAY IS TO THE LEFT. SANITARY PLAN WWW.CALL811.COM PUMP COMPRESSER POWER CIRCUR DRAINAGE CALCULATIONS: 12-5-16iN6 N _�I, MGDONALD n n.��l�I C61 M1 .}, c� --- 6E05GIENGE DIG SAFELY" REQUIREMENTS IN NEW YORK STATE , ;= IMPERVIOUS AREA: EL• BILK BLK �.I �. suc �J Z� LJ � L1 °--� r r ; 1 SPRAY 18. BUILDING ROOF AREA 3,786 SOFT. 6•`+o' T° DARK SROM t. EXCAVATORS, CONTRACTORS AND HOMEOWNERS CALL 811 BEFORE N , N ----------- PUMP 1 PROVIDE WATERTIGHT 1' LOAM(°U MOTOR PUMP RATINGS: 067.00oo PROVIDE SAFETY GRATES INSIDE EXISTING DRIVEWAY 2,340 SOFT. DIGGING r -' 3/4HP @ 115V FLEXIBLE J015T SEAL AT meo.0000 ALL TREATMENT UNIT GONERS TO PROPOSED PAVED AREA (PATIO AND WALK) 2126 SOFT. �o' I' - CSR 6 LOOPS '1 --�i- 15.0 F.L.A. INLET d OUTLET PIPES 48 1/2 GRADE To MU TOTAL IMPERVIOUS AREA 8,252 SOFT. 3' THE NEW YORK STATE PUBLIC SERVICE COMMISSION(COMMISSION) WANTS TO REMIND a p11 C62^ �K �M2� ,,, � ,i `. ° �, p ----------� RECIRC PUMP RATINGS: s /z �� " ° X 2 RAINFALL VOLUME 0.167 EXCAVATORS,GONTRAGTORS AND HOMEOWNERS THAT STATE LAW REQUIRES THEM TO GALL ONE � -� t✓ I PUMP ; 3/4HP ® 115V ° EL. •``' OF THE 5TATE'5 TOLL-FREE ONE-GALL CENTERS BEFORE 5TARTIN6 ANY EXCAVATION OR DIGGING I WHT '"" N --------- MOTOR/` 15.0 F.L.A. ° TOTAL VOLUME REQUIRED 1,378 GU.FT. s.a' BROWN 5ILTY PROJECT. > ,I G`_, ' 3' SAND(SMV �`,�_, DRAINAGE SPECIFICATIONS d DESIGN: TO NEW YORK STATE ESTABLISHED THE ONE-GALL NOTIFICATION 5Y5TEM A5 A FAST,EASY AND CB3 M3 �.}_ .>� ;- EL. 4' COMPREHENSIVE WAY TO ENSURE UNDERGROUND FACILITIES ARE PROPERLY MARKED BEFORE A "" o �"� °" P ;T;' L; MIXER RATINGS: INLET MI OUTLET I DRYWELL bVIA. X 2' DEPTH IN DRIVEWAY = q0 GU.FT. 2'q 4' PALE BROWN DIGGING OR EXCAVATION PROJECT BEGINS.THE KEYS TO PREVENTING DAMAGE TO UNDERGROUND `--' - PUMP ; 15. HP ® 115V PROVIDE 15 LEACHING 6ALLEY5 2 FT. DEPTH A5 SHOWN ON PLANS ib' SP)SAND FAGILITIE5 ARE THE TWO 'ONE-GALL NOTIFICATION 5Y5TEM5" THAT SERVE A5 COMMUNICATION w,r N ----'---' MOTOR / 15.0 F.L.A. mz1� LINKS BETWEEN G0NTRAGT0R5/EXGAVATOR5 AND LOCAL UTILITIE5/MUNIGIPALITIE5. d G = I IS X 64 GU.FT. PER CHAMBER = q60 GU.FT. WATER WATER IN C64 F-d.--`-�, ° ° ° ° ° • , ° RAIN GARDEN &q7 5Q.FT.X OS (b" DEPTH) = 448 GU.FT. ENOOMTERED 0 PALE BROWN GENERAL NOTES ABOIIr THE REQUIREMENTS: CK. cKr \COMP RATINGS: ozo n-I•{,• To 5ME SAND O Cl -----------� COMP % ° o ° 2O' (5P) UNDER THE COMMISSION'S "GALL BEFORE YOU DIG"REGULATIONS,ADOPTED TO PROTECT THE I MOTOR 1/4HP 0 115V ° ° ° TOTAL DRAINAGE CAPACITY = 1,4g8 GU.FT. EL-oi PUBLIG'5 SAFETY AND GENERAL WELFARE,THE FOLLOWING PROCEDURES ARE REQUIRED: N --------- 5.4 F.L.A. 51 1/2 ° ° THIS DRAWING, PREPARED FOR THE ° msa.0000 EL. SPECIFIC PROJECT INDICATED, IS AN NOTE: ALL MOTORS PLG CONTROL PANEL ADVANCE NOTIFICATION REQUIREMENT n ° m�o.0000 -13.10' c}� MUST HAVE INTERNAL AT LEAST 2 TO 10 WORKING DAYS PRIOR TO ANY MECHANIZED WORK(DOES NOT INCLUDE THE OVERLOAD PROTECTION. W/ HP 8O GOMPRE55OR ,b WATER ED SITE INSTRUMENT OF SERVICE,AND THE DATE OF THE GALL) NOTICE ML15T BE PROVIDED TO THE ONE-GALL NOTIFICATION SYSTEM,WHICH mw LR1-01 M1 „,T CONSTRUCTION FENCE: (-O,) PROPERTY OF HN D. R RY ARCHITECTURAL • CONSTRUCTION FENCE BE 6-FEET HIGH CHAIN LINK FENCE AROUND STUDIO AND JOHN D. ROSEBERY WILL TRANSMIT THE PROJECT INFORMATION TO INVOLVED MEMBERS 50 THAT THEY GAN MARK THE au LR1-02 ••,K MZ •'" LOCATION OF ANY FAGILITIE5 AT THE EXCAVATION SITE. CONSTRUCTION 51TE FOR THE PERIMETER OF THE AREA OF CONSTRUCTION AND TEST BORING ARCHITECT PLLC. SHALL NOT ENGL05E MORE THAN I ACRE WITHIN. PROVIDE A SECURED FRONT MONITORIN6 ELL 154 1,TW HOW 15 NOTIFIGA710N MADE? A RE IR RUNNING YARD ENTRY GATE BY PROPOSED BUILDING, AND PROVIDE 5TA51LIZED "�5T HATE�� KEY MAP Ay INFRINGEMENT OR ANY USE OF THIS FOR EXCAVATION ON LONG 15LAND AND THE FIVE BOROU6H5 OF NEW YORK CITY,NEW YORK 811 au LR1-03 �MIXFR CONSIDERED AT 13 M16N 6ROWD PROJECT IS PROHIBITED.ANY ALTERATION, MUST BE GALLED AT I-800-212-4480.FOR EXCAVATION ELSEWHERE IN NEW YORK STATE,DI6 " PROVIDE 5AFETY GRATES IN51DE AGGE55 DRIVE, A5 APPROVED BY BUILDING INSPECTOR. FRONT, 51DE AND WATER 15 GOWDERED IB OR REPRODUCTION OF THIS DOCUMENT IS SAFELY NEW YORK MUST BE GALLED AT I-800-C162-10162.NOTIFICATION FOR EXCAVATION WORK ALL TREATMENT UNIT GONERS REAR YARD OF PROPERTY SHALL BE SECURED AT ALL TIMES FOR THENING DURATION OF CONSTRUCTION. ALSO PROHIBITED WITHOUT THE WRITTEN ANYWHERE IN THE STATE CAN BE MADE BY DIALING 811.WHETHER DIALING THE I-800 NUMBER OR a° LR1 "'" INLET FLOW Id E CONSENT OF THE ARCHITECT. 811,THERE 15 NO CHARGE FOR THE GALL. LR1-Q4 LINE OUTLET WHAT DOES EXCAVATION INCLUDE? Bw AS-, 16 PLC INPUT E O L RED + EXCAVATION 15 DEFINED IN STATE LAW A5 "...MOVEMENT OR REMOVAL OF EARTH,ROCK OR OTHER I< Q MATERIALS IN OR ON THE 6ROUND BY USE OF MECHANIZED EQUIPMENT OR BY BLA5TING,AND esu 5 ti�`ti 6 RED RUN ALUAR� EF LUENT � �? 7 39' \ 0 �/C��F LOT AREA = 35,914 SQ.FT. INGLUDE5,BUT 15 NOT LIMITED TO AUGURING;BAGKFILLING;DRILLING;GRADING;PLOWING IN;PULLIN5 FILTER Ox \ i CONSULTANTS: IN;TRENGHING AND TUNNELING.TOOLS MANIPULATED ONLY BY HUMAN OR ANIMAL POWER AND THE HWA MUTE ! O 72 1/4 A p N i F \ O '� TILLIN5 OF 501L FOR AGRICULTURAL PURPOSES SHALL NOT BE DEEMED EXCAVATION. LO ATION ew !TEST 64 1, WHAT 15 THE EXCAVATOR REQUIRED TO Do IF THERE ARE MARKED UNDER6ROUND FACILITIES AT o ALARM 6211 \ \ \ 1 ^ �V THE WORK SITE? ! LIGHT \ \ 6.31' .O r--� BEFORE U51N6 POWERED EQUIPMENT NEAR MARKED UNDERGROUND FAGILITIE5,EXCAVATORS ARE °LR RED ""r vO 1 6^ REQUIRED TO VERIFY THE LOCATION,DEPTH,AND DIRECTION OF RUN OF THE FAGILITY BY MEANS O \ PIPE FD \ X0o \ O/ O� �tF JAN 1 8 202 OF TEST HOLES DUG BY HAND. AFTER VERIFICATION,A CLEARANCE OF AT LEAST 4 INGHE5 MUST ENABLE , \ `9, Y� c / BE MAINTAINED BETWEEN POWERED EQUIPMENT AND THE UNDERGROUND FACILITY. �° 6 N /F \ �/ GON5TRUGTION ENTRANCE - „_ 1 11 PLC INPUT I / \ �` O FOUNDATION OF COMPACTED 3/4" OVERRIDE I rJ 0) / 7.1, \ Q 5 \ STONE BLEND OR N.Y. STATE D.O.T. ago a � 4 CSR E12 PLC INPUT 1-40 1/2 APPROVED R.G.A. FILL TO 18" (Min.) � GOMPAGTED SAND AT BA5E 3" THIGKNE55 LEVEL MAX. TOLERANGE 5.2 ABOVE EXISTING GRADE FOR 14 PLC INPUT OF 4" IN ANY DIRECTION / .7� �� DRAINAGE. HYDROAGTION SYSTEM GENERAL NOTES: TIME DOSE "" 17 PLC INPUT 41 -+- // \ � s �"' DEMAND HYDROACTION AN-400 SERIES ` �� 6.1' / \ , >• I HYDROAGTION SI N 400 SYSTEM DESIGNED FOR 5-4 OWTS SYSTEM DETAIL AREA AL / + \� 4.86' AREA TO REMAIN SPRAY o Io PLC INPUT REMAIN NATURAL \ 3' \ 2. THE DE51ON ARCHITECT SHALL OBSERVE THE OWT5 PRIOR d UNDISTURBED NATURAL d TO BACKFILL AND DURING SYSTEM STARTUP wl 61 NOTES: FLOAT SWITCH TO BE RATED 2 AMP AT 120 V. MIN. W1 FOR 3-4 BEDROOM RESIDENCES / \ /�� +\ 4.76' UNDISTURBED MAIN PANEL 0I5GONNEGT MUST BE PROVIDED BY INSTALLER. 4.8' \ q 3. THE OWTS INSTALLER SHALL HOLD AN ENDORSEMENT J DASHED LINES INDICATE ITEMS NOT CONTAINED IN THE PANEL 3'6+ � / FLOOD FROM SUFFOLK COUNTY DEPT. OF HEALTH AND BE AN REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 IN-LBS. ZONE A \\ ' 4.56' AUTHORIZED INSTALLER OF THAT SYSTEM. WATERTIGHT FLEXIBLE + 4.4' \ FtED q FIELD WIRING MUST BE A MINIMUM OF 60"G COPPER WIRE / �� h'C 4. THE OWTS INSTALLER SHALL REGISTER THE ONSITE ITEM DESCRIPTION J015T SEAL 4 0 \ 4.38' g y, HA-180053 TANK AN400 NITROGEN REDUCTION FIBER6LA55 TANK / rn ALTERNATE SWITGf\ RA55 �� p0N L RO TREATMENT SYSTEM WITH THE SUFFOLK COUNTY DEPT. OF GON51DERED A PART OF (Z w ELECTRICAL 5GHEMATIG - INFORMATION ONLY PLEASE 5EE 5UPPLIER FOR A TANK P UMP 400 PRECAST GONG. OWT5 °W / `"' d GHOKEBERRY HEALTH. THE DESIGN ARCHITECT SHALL PROVIDE THE MIDWAY INLET \ --� UPDATES. B 5N TAII 2 TANK NNE TIN KIT TUF-TITS EFFLUENT FILTER OUTLET TO / REGORD DOCUMENTS AS REQUIRED BY 5GDH5. C A55EMBLY,REGIRGULATION 245 DISTRIBUTION ACCORDING TO SUFFOLK + 4 EA. 5' O.G. \ "' 5. AN EXECUTED OPERATION AND MAINTENANGE CONTRACT D AN 400 W/PLATFORM COMPLETE MODEL EF 4 CHAMBER / 4.1 \ COUNTY 615 AREA OF DISTURBANCE BETWEEN THE MAINTENANGE PROVIDER AND THE E PIPE 4" PV DR TUF-TITE MODEL TB-4 / \ 17,608 5Q.FT. �- F EC50-30-L-SO PLG -OPS PROPERTY OWNER SHALL BE PROVIDED TO 5GDH5. T-BAFFLE FRESHWATER 4+8' •9�. 24265 P G 5D WETLAND R OTHER E T PROVIDE PULL DISCONNECT PRIOR 4 PVC, 6. GARBAGE GRINDERS MACERATORS 0 O OBJ G O �N 3 DRAIN ' TO PANEL H PIPE 4" PVG SDR 35 SDR 35 BOUNDARY AT 2 ,+ / � 5, SEE DETAIL F NE TE: AMP NO THE EFFLUENT 2.9 I P O �� OLE 2 BREAKER I R THAN SANITARY I N 1 / + ,© 1 INTENDED T PUT ITEMS OTHE AN 5AN1 A SEPT G O STRAIGHT TEE 4 SDR 35 PIP .3 E T � GON OUR AS Izo VOLT I'DIA SERVICE TO PANEL PROVIDE PERENNIALS d FILTER SHALL E O L5 BULBS AS PER AMP IF TANK I B Architect re istration ices 9-3 - 30 PUMP 5 l , , g �+P 1< � � mx2 I IN I' PA 8 Z 12 2 GRD. CONTROL NEL D Y H DETERMINED THE SYSTEM I PR HI ITE B S D S. DI Y �� S S S O B G REQURED-DE GATED I IN B 6F STA 4 INSTALLED DIRECTLY Y I I DETAIL G L LT A OBER RANDOM IN O 5 M AVE I 5 K # I RAISE HOUSE ELEV S 1/2 II SOUTHOLD 3 EFFLUENT FILTER EE NOTE 2 LUE L 5 O I IT TUF TITS DEEP G RGU UNDER / THE AGGE55 COVER NY DE N �:�: 5 GO XI E TIN M THE WT T THE I N E N EXISTING TREE WHE NEEDED. 16 -i PROVIDE 2 VENT PIPE FROM O S O E S GL I I � 5 RE E ED P O E NGOM 6 ELEC.. 5ERVICE 2 SGHED. 40 PVG 5EE NOTE 8 FOR EASE OF 5D-4 Np:::.::.::. :.:: <:::;:::::;::: ::: J LEAGHIN6 o r( BUILDING DEPT.COMMENTS 10/22 FAMILY DWELLING AND GONNEGT TO THE 5EWER VENTING WDROACTION 6/18/20 ' / g 'Z PROVIDE 4 KOU5A HroROAGTtoN HYDROAGTION AGGORDIN6 TO MAINTENANGE OR SOLIDS POO u + „ HI BLOW HP 80 I a� D W � OG GODS b HT. 1.5 GAL. H PIPE HA HAVE A P ITIVE P 4.7 WITHIN THE HOUSE. SHALL A OS Ix I PUM 5 BUILDING SYSTEM M PUMP REG RC. PSE65PEG5.(5ff DEFLECTOR I 1 G PERMITSUB. 5/22 CONDENSER REPLACEMENT. 200 AMP �U I i HYDRO 5 TE PLA DEEDED T T THE HOUSE ANY U D P FROM THE ONT5 O OUS SO L Q SLOPE O O ELEG.HOUSE O I A rl N N G O I E EFFLUENT FILTER DETAIL UE ETA LEA OF DISTU N RBA GE PA WETLAND PERMIT t�El S R IT R.O.H.R WLIBER f o BE 1 WILL DRAIN TOWARDS TREATMENT UNIT. LEG. INFILTRATOR WATER TECHNOLOGIES L CONTROL iy. 14 3122 N.T.S. APPROVAL,17 08 S.F AL SUBMISSION TE bgg4 P 4 N SSION 65 3 NY ATL GSF 2 BUNDLES ,6 PANEL L o v FIRM INVERT (ENTRY) ELEVATION l .tJ NTRA T R SHALL GON R 8. GO G O 4FTX 11N H WI TRENCH co m 2 C DEa I TO CDH F s I S S OR PERMIT OF SANITARY LINE AT POINT OF CONNECTION PRIOR TO TYPICAL CROSS SECTION DETAIL 3.3' / REMOVE TREES IN THI5 AREA A5 ALTERNATE SWITCH GRASS d �. / 2 p � RE UIRED F N CONSTRUGTION. GONTRACTOR SHALL NOTIFY ARGHITEGT ELEG.6ROUNDIN&A5 (NOT To SCALE) RED GHOKEBERRY j S�3°36 / +f4.0 I (4 ` _ Q FOR 5TALLATION OF SYSTEM 13 NYSDEC REVISIONS 1/22 IRE5' 0.6. o „ 4 OF ANY D15GREPANGIE5 IN THE INVERT ELEVATIONS. REWIRED " 8 EA. 26.00, OE l 100 FEET FROM FRESHWATER TYP. ELECTRIC SINGLE LINE DIAGRAM 48 " z 10 FEET NON TURF BUFFER 3.4' 100 ©filed WETLAND5 VEGETATION TO BE 12 TRUSTEE REVISIONS 11/21 N.T5. NOTE5: b 12 6 S A5 REQUIRED BY TOWN OF cb .Cc / ` , u/ CLEARED OF D15TURBED WITHIN THE 1. BURIED ELEGTRIGAL CONDUIT 5HALL BE A MIN. SOUTHOLD TRU5TEE5 / y,' J 36 ��! AREA OF D15TURBANGE ONLY. AREA 11 TOWN OF SOUTHOLD 9/21 OF 24'BELOW GRADE Cd'''�O D/ a (6) 1.. WETLANDS PERMIT APP. 2. ALL ELEGTRIGAL WORK TO BE PERFORMED IN 12° FRESH AIR VENT ACCORDANCE WITH NEPA 10 d CURRENT _ 4-RED SUNSET MAPLE UHT. 2" GAL � 1 � / DISTURBED WITHIN 100 FEET OF THE CLEANOUT TO BE VERSION of NEG. ' " LOCATIONS SHOWN, NOT TO I TERFRE W. Qr O �o O o © 47 WETLAND5 5,450 5Q.FT. 10 DEC REVISIONS FLOOR PROVIDED AT FAGS :. R.O.W. OR UTILITIES. 5E OUTSIDE � � � + �. -� MAY 28 COMMENTS 6/8/21 BUFFER W/ NATIVE GRASSES 10, pY° ,q : �, / MIX RED BAYBERRY AND GHOKEBERRY DEC REVISIONS OF BUILDING SHRUBS 10 EA. AT TOP BASE OF SLOPE ^.. WASHED CONCRETE v'��nN °� q .. ::` ¢ -J 9 MARCH 21 LETTER 5/21 PROVIDE ` :' ,; \ 5AN8 XIO TEMP SHED FOR TOOL �� d� ,a : :.:::... STORAGE INSTALL WATER LINE o Mi 4' ' "' ' '� 3 GAL CONT. 5' O.G. U5E MIX W/ 5WITGH DEC REVISIONS BUILDING WALL LOCKABLE k '•;: : PLG CONTROL -, NATIVE SOIL /-•f ,L 8 10-2020 CLEANOUT AT ?:.'t:, '.>.; `' ::> ��, REMOVE AFTER CONSTRUCTION q o an�.f:::: .f �o + , _4 JU GRA55 t BLAGK ORA55 ON SLOPE HEALTH DEPT. SUB. GRADE CONTROL PANEL d AIR HP-80 COMPRESSOR O ,1`1\� ,',*' %! �� ,%\ :': +< 2.6 Ll w PUMP IN POLYN PRECAST F ,� \\� ,�,);\�� 15 RED BAYBERRY MULCH L4E C,rHINO z N N 7 RELOCATE HOUSE 2-2020 PUMP ON PRECAST STABILIZE 501L5 SEED WITH / / O FERTILIZER DEPENDENT CONCRETE PAD " PIPE ATL CONDUIT GONG. RET. WALL (SHADED) /ALLEYS 2' ° 0rory RYE-FE5GUE MIX o WITH STEPS- INDEPENDENT OF DEPTH 1O' A ry U) 31 6 HEALTH DEPT REV. 11/19 wLIGHT WEIGHT MIo 5r5 aCrt 4,.. u-1 GONG.RETAININ5 WALL 2 FROM w GEMENT FILL - �I BDG. STRUCTURE/ i o V (49) 4 AA) ro - RTY LINE-PROVIDE THOR05EAL '`� = i b" GONG 9 of �o o o ° ON ROPE 5 CONSTRUCTION DOCS 9/19 •°m �// o , CURB o FLOOD INTERIOR ZONE IDAEb LL °° o 0 0 �\ Oj\ .• a• _� 6RAIJNDI^1P� � Q � � I Et l \ � pREcgsr -- � - - - No. RevisionAssue Date °m SANITARY EXISTING GRADE /%\ / O� 4' GONG s sq / 3 / i71sr. 5 FLOOD ZONE X a" MIN PLUMBIN6TRAP IN �\j�// /�/�//\ \// \/\�j\/\ POLYLOK 24" SAFETY SCREEN � J i.Z• WALK / � u� TOA �� ILoI EXCAVATE LOAM d FINE SILTS d SAND OUT O ROSEBERY ACCORDANCE WITH i \ PART N0. - 3048-SS /� ER o J 2. 4. SECTION NYSPLUMBIN6 ��!/\/\��\ �\�\\\/ �U a Y o•o. MATERIAL - HDPE 4 CODE � DOMED Ear J 4 8 /„ � F 6 � ,O F � _•,° bVI DE PEA GRAVEL TRENCH EXCAVATION IN SHADED AREA UNTIL AIR H05E d ELEGTRIGAL MAMAN LOAD L�OGATE o Srr F = `C/NG 3' 0' WALKWAY BETWEEN ARCHITECTURAL STMrlH BUILDING CLEANOUT & 2.0SUPPLY TO TREATMENT ��M EASY I DRAINAGE ppR Cr 4"7 5� STAIRS - GOOD MATERIAL IS FOUND. REPLACE WITH UNIT PROVIDE 20 AMP strETY satmt UZ 10 FROM ry Aax 'CO RFs �M I�� rEST H _ GLEAN SAND AB NOTED STUDIO FRESH AIR INLET DETAIL HYDROAGTION CONTROL CIRCUIT C6FI BREAKER �� WATER LINE ' F ?nO o) PROPOSED ESTIMATED FILL REQUIRED = 100 GU.YD5. 'Nc / �� rasp y /8_ +a 3 �6VE ZD PORCH 1029 SIPP AVENUE NOT TO SCALE PANEL d GOMPRE550R AT PANEL (5EE � � U 18" GONG. BUMP MANUFA6TURER5 5PEG5) °� S /RETAINING IT l>g 3 qq 5G.FT. MEDFORD, N.Y 11763 NOTE: BUILDING CONNECTION TO HAVE A MINIMUM OF CnAN WALL 5EE POS 30. / EXISTING CESSPOOL P> PHONE: 631 730-1262 2-0OF CAST IRON SEWER LINE EXTENDING THROUGH CONTROL PANEL DETAIL WTHOUT I FOUNDATION �� °' Sb" - 9 ° - TO BE PUMPED AND KEY NOTES: ( ) SCREWS SIZED To�r o 5e e dF of THE FOUNDATION. N.T.5. PW nR T y� PLAKC) 9,g °ry o REMOVED AGGORDIN6 NOTE:CONTRAGTOR TO PROVIDE FULL FAX: (631) 730-5476 �l a 4 $, ° + TO 5GDH5 STANDARDS UTILITY MARKour PRIOR To E-MAIL: rosebery@optonline.net �� \ 8.2 CON5TRUGTION ON 51TE �TL,4 �L •�° �y ��l ��J a OVERALL HOUSE AREA WEBSITE: / SITE PLAN FROM SURVEY BY WARD RESIDENCE RAILROAD TIE RETAINING DS 3 6, \Z 4 N0 P'+ 8.8' ` J/ 23 = 3,512 SQ.FT. BROOK5 JANUARY 21,2o1q wWW.roseberyarchitect.com NOTE: THE DE51ON ARGHITEGT 15 TO OBSERVE WALL UNDER SEPARATE k J + 9.3 CONDENSER PADS +(65) -PIZOP05ED ELEVATION 6RADE5 Project Name and Address FIRST FL. MAINTENANGE GOVER5 TO THE OWTS SYSTEM PRIOR TO BACKFILL AND SAFETY SCREEN DETAIL APPLICATION ,;'� m� \C � 9�1 EL. q.l +4.5 EXIST. GRADES ZENK RE 14.0 GRADE, PROVIDE AT SYSTEM START UP PIPE INV N.T5. 5'4 \ h S \ PHOT06RAPH LOGATIONS T 1 1, �R X \ 57 \ __ _�E� GRADE TO Q4 5EE DEG 517E PIAN S IDENCE LOCKING MECHANISM b•2 PIPE INV PROVIDE INFLITRATOR MEAN HIGH WATER LIQ \ 2 T ELEVATION SHOWN ,G NEW RESIDENCE BUILDING GLEAN OUT GRADE EL. •0 PIPE GAP AT PIPE B05 AS TO BE LANDWARD OF + F W Sok GRADE EL. GRADE EL. GRADE E GRADE EL. TERN BULKHEAD Ex1s . �� 0 �� \ ERT�tI NON UNDER DECK FOR SEE DETAIL q.5 q.D q•O 8 &.5 REQUIRED GRADE EL. THE RETUSRN AND PREFAB GOA "y T/ \ R NST FROST PROTECTION NOTE: THERE ARE NO SUPPLY WATER • 7.8 5EE PLAN WALL (so / + _ WELL5 WITHIN 150 FEET OF THE TOP OF PIPE ELb.4 GONG. STRUCTURE p o 8 PROVIDE 2 VENT FROM � � PROPOSED SANITARY SYSTEM HOUSE SANITARY VENT �, 4" PVC, PIPE BASE OF PIPE EL.5.01 PLANT MIX OF 5WITG �� Q \ 7•+ 280 CEDAR POINT DRIVE, SYSTEM TO OWTS. BUILDING 4 PVG PIPE 2y5 MIN. SLOPE TOTAL LENGTH OF INFILTRATOR 5Y5TEM 6RA55 d BLAGK C-RA55 I 10 FEET NON TURF BUFFER GRAPHIC SCALE SOUTHOLD NY OUTLET 246 MIN, SLOPE 32 FEET® 296 5LOPE (36' TRENCH) TOP OF PIPE EL. 5.8 GROUPS EACH, 2' O.G. IN 5.7' T/BHD a' 20' o' 10' 20' 40' � o AS REQUIRED BY TOWN OF EL. b.q- INLET INLET P TO ENTER T O BASE OF PIPE EL 5.3 STAGGERED ROWS. b TOWN OF SOUTHOLD A HOUSE TRAP 15 NOT TO 10' MIN. EL 61 'INLET T HI6HE5T POINT OF PART OF A 10 FOOT ZO \ 5.2 �tK ° + N ET BE USED. FROM RING REMOVE UPPER LAYERS OF UNSUITABLE BASE OF TRENCH = 4.8 NON-FERTILIZED BUFFER N /O T/BHD o \ I 1 = 30'-0' SCTM. NO. 1000-90-2-14.1 BASEMENT RESIDENCE DISTRIBUTION INFILTRATOR ATL , MATERIAL AND EXCAVATE TO GLEAN SEE LANSGAPING SCHEDULE N� o , b NOTE: COVER MATERIAL SLAB = 5.1± TO I/A CHAMBER-SEE ADVANCED 6 12' rj Project sheet 8 MIN. DETAIL TREATMENT LEACHING SAND d BACKFILL WITH MEDIUM TO _ GROUNDWATER _ 30"w FOR THE FOOTPATH IS OWTS EXISTING BULKHEAD TO BE WOOD WALK TO CESSPOOL FIELD COARSE SAND EL. 1.8 LIMITED TO NATURAL 2018-45 BASE EL. NOTE: PROVIDE REGON5TRUGTED UNDER WOOD BARK GHI , STONE, NOTE: BAGKFILL ENDGAP LEVELING SEPARATE APPLICATION 9g Date (-5.33' BEL MATERIAL TO BE DEVICES FOR LEACHING FIELD 35' \ GRAVEL AND 5A INLET) COARSE SAND d DI5TRIBUTION TIDAL WETLANDS 2,224 SQ.FT DECEMBER 2018 SP-2 MUI BE TED SAND 3 THICKNESS GRAVEL GHAM13ER MUST BE LEVEL ACCORDING TO 0565 DATA (6.2 go OF OVERALL LOT) 4�O scale MAX. TOLERANCE OF 4" IN ANY DIREGTION OROU ) WELL R 15 E. 3 MILES WEST LITTLE PECONIC BAY Zp�F AS NOTED PROP. I/A OWTS 54-n52OF 51TE SITE PLAN 4.9 HYDROACTION AN-400 SERIES T/BHD Drawing SANITARY DETAILS & PROFILE SCALE: V=30'-011 SITE & PROPERTY AREA = 35,914 SQ.FT. HYDROAGTION I/A 5Y5TEM WITH LEAGHIN6 FIELD ZONED R-40 RESIDENCE NOT TO SCALE DEPARTMENT APPROVALSANITARY PLAN 50' MIN. iB•�" BUT SUFFICIENT TO KEEP MAX. C.to C. SEDIMENT ON SITE 6RAMILAR BACKFILL g HAY BAIL AND/OR SILT FENCING FOOTM6 TO 13E b'FROM LL 77 7 PROPERTY LINE LL a NOTE: r " WALL TO NOT EXCEED SSG aF ) J 4 .. 46 ;1 t, ::7�;i,,:•Ycry::'i.:.ls-:<'..,�:+ ` -i ' i� Y�:`,:c�:�`,`�n'}Mf•,,.,:�'f.y:?.+hf:±y,�_�i,{ry`'•�,y.•,�..^.�*"^,•`.4.i+:'L:'.�r�,:Y,• i FOR 10 FEET ?aY•.,J:•:.-2'!:-.0 .rZt,•1t�2:^.a..'a``:,_.+J..C..•.n.J.•T:' .>l:ra-c.:'y,b.;t_,....�.,. I" aE IJ STEM HORIZONTAL ., oQ REIFORCEMENT AT VopapBI �<II CENTER HALL HEIGHT STEM STEM REINF. TOE WIDTH HEEL WIDTH OVERALL OVERALL T?•-• ' WIDTH 4 REINF. 4 REINF. FOOTING WIDTH FOOTING DEPTH ~„',.•:ti< ``� O 'r4.^a;'t•'•Y, •,A�.'•F�C.'<i a.•'i4„•',�.p'lv: ..��:.+,4., O (SEE GHART .,.,.'Jy�,i,x>, 'c.e... 15 . #b O 18"O.G.HORIZ `'•. •�, r'' � •,. is . �' .C. E PERSPECTIVE VIEW �.� •ti `' r r' x. a' GENERAL NOTES Y: 5 O 48'0 VERT. 5 O 18"EYJ 5 O Ib' .YJ. � ;�• �. `�;.:*� r1; .�:r l7 STEM VERTICAL _ b O 0"O G.HORIZ 2'-0" 3' 1'-4' µt ASPHALT DRIVEWAY ,. 4 O" 10" 6,_4„ N Z :�;';�• REINFORCEMENT AT 25' #5 O 48"O.G.VERT. u5 O 18'EA #5® Ib"E.Nl. :r., ;s•.' � ,.,,.'t w', o Q DEPTH 5EE CHART #6® I8"o.G.HOR1z 2'-0" 1'-8• ' ' ' THIS DRAWING, PREPARED FOR THE GRANULAR FILL .+ 2'-O" 10' VERT.NOT REQb. #5 O 18'E W #5 O Ib"E W. 4'-8" I'-4' f 36" MINIMUM 2x2 CONSTRUCTION ENTRANCE-FOUNDATION OF COM ACTED SPECIFIC PROJECT INDICATED, IS AN RETAINING WALL NOTES: FENCE POST 3/4•STONE BLEND OR N.Y. STATE D.O.T. APPRD D R.C.A. INSTRUMENT OF SERVICE,AND THE IO FILL T018'(Nin.)ABOVE EXISTING GRADE FOR DRA NAGE. PROVIDE THORO5EAL OR I. WALL TO CONFORM WITH APPLICABLE STANDARDS OF NY5 BUILDIN6 CODE AND AGI 318 PROPERTY OF ROSEBERY ARCHITECTURAL TE2'-0 WATERPROOFING ON THE LLI 4'-8' I9EL WIDTH BACKSIDE OF THE 2 501L BEARING 15 BA5ED UPON GRANULAR SOILS WITH A 501L BEARING PRE55ME OF 2000 P5F WOVEN WIRE FENCE STUDIO AND JOHN D. ROSEBERY :A z I I RETAMI%KALL (6 x 6 - 10110 WWF) ARCHITECT PLLC. 3. ALL CONCRETE 15 TO BE 4000 P51 CONCRETE AS A MINIMUM.HORIZONTAL REINFORCEMENT IN _z PLAN VIEW ;•�' STEM WALL 15 TO FOLLOW THE UNBALANCED FILL REOUIREMENT5 FOR CONCRETE RETAINING WALLS FILTER CLOTH TOE REINFORCEMENT :. !;:'..•a, :" '" :' FOUND IN THE NY5 BUILDING CODE. c INFRINGEMENT OR ANY USE OF THIS (SEE CHART) <,'': '` ' - D 4. WEEP HOLES ARE TO BE PROVIDED AT 6'-0"OG.SEE SITE PLAN FOR LOCATIONS a PROJECT IS PROHIBITED.ANY ALTERATION, SCOPE OR REPRODUCTION OF THIS DOCUMENT IS 5.FOR STEM WALL HEIGHTS ABOVE THE VALUE INDICATED USE THE NEXT HI6HE5T WA;I_L/FOOTIN6 T 6• CONFIGURATION(FOR A 2'-b•WALL,USE THE 4 FEET CONFI&)RATION) ALSO PROHIBITED WITHOUT THE WRITTEN OVERALL FOOTING HIVW EMBED FILTER CLOTH RADE EXISTING GRADE CONSENT OF THE ARCHITECT. MIN. 6" INTO GROUND R 0 A D HEEL REINFORCEMENT Z (SEE CHART) .. CONSTRUCTION ENTRANCE- FOUNDATION OF COMPACTED HAY BAIL AND/OR 3/4•STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. r SILT FENCING FILL TOW(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. NOTE: (n� C��ATAl T'V.,_ _71 POURED CONCRETE RETAINING WALL DETAIL MAXIMUM 1 100 EARFE CROSS SECTION 'T' 1 NOT TO SCALE 112 ACRE / 100 LINEAR FEET SECTION DETAIL l+g J01 8 2023 " J TEMPORARY CONSTRUCTION ENTRANCE � _ ..- SILT FENCE DETAILS SCALE:NTS i1,itiL' SCALE:NTS NOTE: All sections of permanent and/or final driveway construction located within a Town R.O.W. must meet the minimum requirements of the Town Highway Specifications and is subject to the approval of the Highway Superintenden BACKFILL ^� POCKET FLOC ,� �� 8"THICK CRIBBAGE ANCHOR TIES , REINFORCED R CONCRETE TRAFFIC �C�� pNIEL,go c'S% 4-0" BACKFILL BEARING SLAB O�� s�, POCKET E E 2" ASPHALT ROAD 4'-0" 4 VERTICAL E E SURFACE ON 4" 4-0" SLOPE E x COMPACTED RCA BLEND. 24" DIAMETER FACE TYPICAL CAST IRON INLET GRATE C rte, 8 FRAME >` ?4265 . ¢� N FO NEW 4'-0F " BEDDING DETAIL PRECAST CONCRETE CHIMNEY .T.S. 8+_0" MAX. FACE ANGLE FIRST STAKE TOWARD � ^% �'e II� ®®®®®® Architect registration expires 9-30-23. GRADE OF WALL � � _ PREVIOUSLY LAID BALE. %,C' �L ® ®®C3 16 RAISE HOUSE ELEV.SOUTHOLD 1/23 BUILDING DEPT.COMMENTS 10/22 NOTES: ^ '' Vii`: • °®®®® 18"TRAFFIC BEARING FLOW DRAINAGE PIIPE.TYPICAL 1. ONLY 40 YEAR ACO TIES IN SOUND CONDITION, SIZE � �L- _ 15 BUILDING PERMIT SUB. 5/22 6"X6"x8". �,• ,:,� ��' ,. == '� IIIII °• �®® 2. TIES TO BE SECURED WITH 3/8" DIA. X 12" GALVANIZED 1 % - °®® = 8' DIAMETER x 2'DEEP WETLANDS PERMIT SPIKES AS PER FOLLOWING SCHEDULE: 1 0 EACH END OF 'r^-� �� ' � 0®® = PRECAST CONCRETE 14 3/22 -%' - VIII= APPROVAL,SUBMISSION HORIZONTAL FACE MEMBER. 1 ® EACH END OF HORIZONTAL ^ �, - °® _@ LEACHING RANG. TO SCDHS FOR PERMIT CRIBBAGE MEMBER. 1 ® EACH END OF ANCHOR TIES. ��' ^� ^� �`c - • + -IIIII 3. SPACE ANCHOR TIES ® 8'-0" O.C. ^�� ^-� �. = CLEAN SAND& (@ 13 NYSDEC REVISIONS 1/22 4. BATTER FACE OF WALLS 1" IN 12"• ^ r' BOUND HAY BALES - - GRAVEL FILL. 5. INITIAL BASE TIES TO REST IN VIRGIN SOIL. ^� PLACED ON CONTOUR �Akt_ 6. BACKFILL MATERIAL COMPACTED TO 95% COMPACTION AND '�-�'�h WATER 12'-0" 8'-0" 2'-0" CLEAN 12 TRUSTEE REVISIONS 11/21 FREE FROM DEBRIS. ��,�. Min. Diameter Min. SAND 82 2 RE-BARS: STEEL PICKETS OR GRAVEL 11 TOWN N SOUTHOLD 9/21 FULLY CRIBBED TIMBER TIE 2"x 2"STAKES 1.5'to 2' IN GROUND. FILL. WETLANDS PERMIT APP. RETAINING WALL DRIVE STAKES FLUSH WITH TOP OF 10 DEC REVISIONS 6/8/21 Typical BALES. ical Section @ Leaching POOL MAY 28 COMMENTS ANCHORING DETAIL Scale: NTS 9 DEC REVISIONS 5/21 MARCH 21 LETTER STRAW BALE DIKE DETAILS 8 DHEEC A R 10-2020 H DEPT. SUB. SCALE:NTS 7 RELOCATE HOUSE 2-2020 6 HEALTH DEPT REV. 11/19 ®� �® 115"DIA.PIPE KNOGKOUr 5 CONSTRUCTION DOCS 9/19 + - No. Revision/Issue Date I I/2" 1211 5" I I/2' 2' S" 3/4' 8• A B R�SEBERY _ -� I/2" EXPANSION JOINT _ 3/4' 8" END VIEW - END WALL sN = ARCHITECTURAL - = b° CONCRETE APRON• �' Roy _ S T V DIO s'7YP- -s-e t/2' • ••.. I I- I I I I 11 = I I I I I 10'-7 '1/2a --� _ = r a:a _JL J 1029 SI PP AVENUE TOP VIEW NOTE: BOTTOM OF ALL LEAGHIN6 POOLS ARE : - . - -JL - JL___ MEDFORD, N.Y 11763 TO BE 1.5'MINIMUM ABOVE GROUNDWATER �-° -d m � " tt FRAME 4 6RATE_FLOGKHART NOTE: LEAGHIN6 6ALLEY5 5HALL BE PHONE: (631) 730-1262 NO.684-D OR APPROVED INSTALLED ON&RAVEL 4 STRUCTURAL FILL. 24" EQUAL FLUSH WITH GRAVE ze• A ELEVATION FAX: (631) 730-5476 PROVIDE STORM DRAIN DEFENDER UNIT NOTE: ALL LEACHING POOLS ARE TO BE SECTION A - A B UNDER GATGH BASIN INSB2T FOR DE�F215 PREGA5T,WITH PRECAST OPENINGS AND SHALL SECTION B - B E-MAIL: rosebery@optonline.net 4 NON-POINT SOURCE POLLUTANTS CONFORM TO VILLAGE OF WESTHAMPTON WEBSITE: EWROI,ET MODEL NO.DDREG-WPIL 10 BEACH STANDARDS SEDIMENT WITH OIL PILLOW B E LG IAN BLOCK CURB DETAIL (TYPE B) www.roseberyarchitect.com ALLOW 3•MIN.FOR AD,AISTMENT Y_e'- 10"DIA.PIPE KNOCKOUT NOTES: Project Name and Address 8"REINFORCED TRAFFIC EL.(SEE SITE PL (EACH 51DE)PROVIDE BEARING SLAB TO CARRY H-20 6"KNOCKOUT RECE55FO CONCRETE I.CONCRETE TO BEI 1/2:3 MIX 3" SLUMP WITH A66RE6ATE PASSING 3/4" SIEVE LOAD WITH AN OFFSET OPENIN& 6"MIN. _---r-OVER ZENK RESIDENCE of GovER Y-e' FOR BUILDING DRAINAGE �6 7/4• 2.TYPICAL BELGIAN BLOCK TO BE 5 x 8 XII WITH COMPRESSIVE STRENGTH OF r_• 4000 P51 MINIMUM. NEW RESIDENCE bl N -- 3. DROP CURB LAYOUT- SEE STANDARD SPEC. ' - r -18"DIA.HOLE 4. MORTAR MIX TO BE 1:2 ALL JOINTS 5.TO BE CONSTRUCTED WHEN ROAD 10 �� B ® , ® ® I Erol EFIILLATWITH O lER-51ZL/ GRADE EXCEEDS 65% } � F AROUND BA51N FOR FULL m }-® ® ® ® ® ® I PTH,SEE 51TE PLAN. ® ® 280 CEDAR POINT DRIVE, sla J I ® ® ® ® ED ( WRAP CATCH BASIN IN inl T- E3 ® E3 ® I EL.3. M N. FILTER FABRIC FOR / SOUTHOLD, NY IW BANK RUN F DIMENT CONTROLS J I TOWN OF SOUTHOLD STRUCTURAL FILL 12 � - -2_e•- SCTM. N0. 1000-90-2-14.1 TMP 7,� = GROUNDWATER EL. IS END VIEW - INTERMEDIATE WA L L Project Sheet SIDE VIEW �LE N5 HOLE,TYP. 2018-45 tom= LEACHING GALLEY DATA 1. CONCRETE 4,000 P51 o 28 DAYS Date INTERNALQUANTITY OF DRAIN WALL INTERNAL VOLUME APPROX.DRAIN OPENIN65 WEIGHT 2.REAR TO BE A5TM A-615 GRADE 60 WALL H6T. UNITS ON SITE AREA(51F) GF 6AL. TOTAL 51ZE ANGLE (Lb) 3.WELDED WIRE FABRIC A5TM A-185SP -3 1'-O"(A) 8 11.0 32 23912 3/4"X b• 14 DEB. 4,150 4.DESIGNED FOR AA5HTO H5-20 LOADING DECEMBER 2018 5.TOP SLAB AND WALL ARE MONOLITHIC 1'-6"(B) 15 25.5 4$ 359 20 3/4"X 6" 14 DE6. 4,730 Scale 2'-O"(G) 8 34.0 64 479 20 3/4'X 6' 14 DE6. 5,325 AS NOTED NOTEr SEE 51TE PLAN FOR DRAINAGE LOCATION 4 DEPTH Drawing LEACHING GALLEY/DRAINAGE DETAIL x.T.s. SITE DETAILS r. �o��guFFQ��.coG John G.Stein,Chairpersony - Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 i Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Towri Conservation Advisory Council held on Wed., December 8, 2022 the following recommendation was made: Moved by Carol Brown, seconded by John Stein, it was RESOLVED to SUPPORT the application of ANDREA COURT HOLDINGS, LLC C/O JOHN ZENK to Amend Wetland Permit#10042 raise the elevation of proposed residence from 13.8 to 15.1 and garage elevation to be above 6.1 in response made to comments to Southold Town Building Dept. Located: 280 Cedar Point Dr., Southold. SCTM#90-2-14.1 Inspected by: Carol Brown, John Chandler Vote-of Council: Ayes: All Motion Carried �I Cantrell, Elizabeth From: Jack Rosebery <jrosebery@roseberyarchitect.com> Sent: Friday, February 3, 2023 3:27 PM To: Cantrell, Elizabeth Subject: RE:Andrea court holdings wetlands permit amendment Elizabeth: It is about 8 feet. It is designed with a maximum intended height of 18 inches. Jack Rosebery roseberv@optonline.net From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent: Friday, February 3,2023 3:26 PM To:Jack Rosebery<jrosebery@roseberyarchitect.com> Subject: RE:Andrea court holdings wetlands permit amendment Can you tell me approx.. how long the retaining wall is? I understand there is a blurb on the plans but we need the approx.. length which is not stated. ��er�ietli Lti� Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny_.gov From:Jack Rosebery<irosebery@roseberyarchitect.com> Sent: Friday, February 3, 2023 3:24 PM To:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Subject: RE:Andrea court holdings wetlands permit amendment Elizabeth: I don't have the original language that you mentioned on the 1/18/23 submission. The covered porch was a part of the original application and it was modified from 18.50 to 18.5x5.5. The 100 cubic yards of fill needed has not changed since the original application and is/was listed on the site plan. The retaining wall mentioned is under the rear deck and extends from the exterior of the basement wall to the top of the stairs to the deck, and is impossible to show on the site plan except with a note,which I did. The portico,which is a part of the house, is 17.8'x12.5' and was a part of the original application, and is not a separate entity from the house as it has the covered deck over it.All of this is covered in the submitted floor plans. Jack Rosebery, AIA Architect i Rosebery Architectural Studio Office: 93 West Main Street, Suite 1G, West Sayville, NY 11796 All Correspondence: 1029 Sipp Avenue, Medford, NY 11763 Office numbers: 631-730-1262 (general) 516-449-1409 (Cell) E-mail: rosebery(a)-optonline.net Website: wvvw.rosebervarchitect.com From:Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Sent: Friday, February 3,2023 3:06 PM To:Jack Rosebery<irose bery@roseberyarchitect.com> Subject: RE:Andrea court holdings wetlands permit amendment Jack, I don't understand why you sent what you did. I asked for the information on the 99sq.ft.front covered porch,the 100cy of fill, the 18" high retaining wall along deck length and portico size,that was it. 5*ded w ee Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.g From:Jack Rosebery<jrosebery@rosebervarchitect.com> Sent: Friday, February 3, 2023 3:02 PM To:Cantrell, Elizabeth<elizabethc@town.southold.nv.us> Subject:Andrea court holdings wetlands permit amendment Elizabeth: Attached is the updated amendment form. Please contact me if you have any questions. Jack Rosebery, AIA Architect Rosebery Architectural Studio Office: 93 West Main Street, Suite 1G, West Sayville, NY 11796 All Correspondence: 1029 Sipp Avenue, Medford, NY 11763 Office numbers: 631-730-1262 (general) 516-449-1409 (Cell) E-mail: roseberyCcD-optonline.net Website: www.roseberyarchitect.com ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 Rosebery Archi«etural Studio t Y John D. Rosebery Architect, PLLC Phone: (631) 730-1262 1029 Sipp Avenue, Medford, New York 11763 Fax: (631) 730-5476 E-mail: ❑rosebery a)_ontonline.net Cell Phone: (516)449-1409 Letter of Transmittal TO: TOWN OF SOUTHOLD BOARD OF TRUSTEES ADDRESS: SOUTHOLD TOWN HALL ANNEX, 54375 MAIN RD. P.O. BOX 1179, SOUTHOLD, NY 11971 ATTENTION: ELIZABETH CANTRELL, DIANE DISALVO SUBJECT: APPLICATION FOR JOHN ZENK, 280 CEDAR POINT ROAD, SOUTHOLD, NY. SCTM NO. 1000-90-2-14.1 PROJECT NO: 2018-45 DATE: 1/18/2023 CC: We are-sending you the following items: x Attached Under separate cover via delivery the following items: Revised plans Copies Date No. Description 1 1/18/23 3 Additional site plan set as requested by Diane DiSalvo in Tuesday email These are transmitted as checked below: X For Approval Approved as Submitted Resubmit copies for approval X For our use Approved as noted Submit copies for distribution As requested Returned for Corrections Return corrected prints For review and comment For Bids due date: Prints returned after loan to this office. Remarks: From our 10-27-22 submission, please make sure the permit application is amended to show the following: As per Elizabeth Cantrell, the Trustees permit application is amended to show the following information: ' • Demolition of one story existing residence. Construction of new 60'x48' irregular 2-story residence with garage under at elevation 6.1 and first floor elevation at elevation 15.1. which was elevated from 13.8 from the previous approval. Rear deck is to be 57'x20' irregular with 10'x30'swimming pool and 5' in depth. A front entry stair is to be constructed 7' long and 5'wide with a 8'6°x 3'width deck stair at the rear entry to the house. A concrete retaining wall 100 feet in length will be constructed for the I/A septic treatment system with a 4'wide stairs to the front yard level. If there are any questions about any of the information submitted, lease contact this office. TIN) Signed: g Jack Rosebery,AIA Architect ; k 8 i Cantrell, Elizabeth From: Jack Rosebery <jrosebery@roseberyarchitect.com> Sent: Thursday, December 1, 2022 9:54 AM To: Nunemaker,Amanda Cc: Cantrell, Elizabeth;johnscaper@gmail.com Subject: Andrea Court Holdings property Attachments: 2018-45 Zenk site plan revision 11-22-SP-1 SITE PLAN DEC SUBMISSION.pdf Amanda & Elizabeth, I am contacting you both in this email in regards to this project so that we may resolve the placement of this house as quickly as possible and to answer any questions you may have. Attached is the revised site plan. We have placed the house in a manner so it is outside the flood zone that loops around the front of the property. My client wishes to have a basement area, and we are willing to reduce the size of the house in the center of the house by one foot to enable the movement of the house outside the flood zone. The retaining wall on the east side of the driveway varies in height from north to south and is a maximum of 3 feet 6 inches in height. As in the previous submittals, we listed the fill required to be added to accommodate the new sanitary system at 100 cubic yards and is listed in the notes on the right side of the site plan. It is noted that when the fill is added in the front of the property, FEMA will probably have to revise their maps to show a new AE-6 flood line. But to go to FEMA and ask for this now will require a period of time that we can no longer afford on this. I am asking you to review these drawings and to indicate if there are any issues, so I can complete my other submissions. If there are any questions, please contact me. I can have the updated site plan out there first thing in the morning if we are on the same page with this submission. Jack Rosebery, AIA, Architect Rosebery Architectural Studio Office: 93 Main Street, Suite 1G, West Sayville, NY 11796 Correspondence: 1029 Sipp Avenue, Medford, NY 11763 Phone: 631-730-1262 (Office) 516-449-1409 (cell) E-mail: iroseberyCa�roseberyarchitect.com rose beryCaD-optonIine.net ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i i Cantrell, Elizabeth From: Jack <rosebery@optonline.net> Sent: Monday, November 28, 2022 12:10 PM To: Cantrell, Elizabeth Subject: RE:Andrea Court Property Holdings, LLC; SCTM# 1000-90-2-14.1 application Elizabeth, I will be sending out an update in the next couple of days. The building department is giving me a very difficult time about the house placement in the flood zone, and I am trying to figure out how to make it work with all agencies. Once I have this figured out, I will be able to provide for you the figures you are looking for. Things have been very busy the last week or so. Jack Rosebery, AIA, Architect Rosebery Architectural Studio Office: 93 Main Street, Suite 1G, West Sayville, NY 11796 Correspondence: 1,029 Sipp Avenue, Medford, NY 11763 Phone: 631-730-1262 (Office) 516-449-1409 (cell) E-mail: iroseberyCo)-roseberyarchitect.com rose beryCa)_optonIine.net From:Cantrell, Elizabeth<elizabethc@town.southold.ny.us> Sent: Monday, November 28, 2022 12:07 PM To: 'rosebery@optonline.net'<rosebery@optonline.net> Subject: FW:Andrea Court Property Holdings, LLC;SCTM#1000-90-2-14.1 application Good Afternoon, I am checking to see if you received my email last week. I cannot proceed with this application without the requested information. 5*" e Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny_.gov From:Cantrell, Elizabeth Sent:Tuesday, November 22,2022 12:51 PM To: 'rosebery@optonline.net'<rosebery@optonline.net> Subject:Andrea Court Property Holdings, LLC;SCTM#1000-90-2-14.1 application Good afternoon, Regarding the application referenced above,can you please advise on the proposed height of the 100' long retaining wall, and if any fill is being proposed in order to raise the grade or is the proposed dwelling just being raised higher than originally proposed. Thank you. 5*" (✓ heee Senior Office Assistant Town of Southold Board of Trustees Office: 631-765-1892 Email: elizabethc@southoldtownny.g 2 Rosebery Ari- tectural Studio John D. Rosebery Architect, PLLC Phone: (631) 730-1262 1029 Sipp Avenue, Medford, New York 11763 Fax: (631) 730-5476. E-mail: ❑rosebe[y@optonline.net Cell Phone: (516)449-1409 Letter of Transmittal TO: TOWN OF SOUTHOLD BOARD OF TRUSTEES ADDRESS: SOUTHOLD TOWN HALL ANNEX, 54375 MAIN RD. P.O. BOX 1179, SOUTHOLD, NY 11971 ATTENTION: ELIZABETH CANTRELL, DIANE DISALVO SUBJECT: APPLICATION FOR JOHN ZENK, 280 CEDAR POINT ROAD, SOUTHOLD, NY. SCTM NO. 1000-90-2-14.1 PROJECT NO: 2018-45 DATE: 10/27/2022 CC: We are sending you the following items: x Attached Under separate cover via delivery the following items: Revised plans Copies Date No. Description 11 10/27/22 3 Additional site plan set as requested by Diane DiSalvo in Tuesday email These are transmitted as checked below: X For Approval Approved as Submitted Resubmit copies for approval X For our use App roved as noted Submit copies for distribution As request Returned for Corrections Return corrected prints For review and comment For Bids due date: Prints returned after loan to this office. Remarks: As per Elizabeth Cantrell, the Trustees permit application is amended to show the following information: • Demolition of one story existing residence. Construction of new 60'x48' irregular 2-story residence with garage under at elevation 6.1 and first floor elevation at elevation 15.1. which was elevated from 13.8 from the previous approval. Rear deck is to be 57'x20' irregular with 10'x30' swimming pool and 5' in depth. A front entry stair is to be constructed 7' long and 5'wide with a 8'6"x 3'width deck stair at the rear entry to the house. A concrete retaining wall 100 feet in length.will be constructed for the I/A septic treatment system with a 4'wide stairs to the front yard level. If there are any questions about any of the information submitted, please contact this offi e. Signed: PD E u` E VE DD J c Rosebery, AIA A chitect r� OCT 2 8 2022 Soutttofd Town Board of TWE!Ees r i Glenn Goldsmith, President �QF so Town Hall Annex V" 54375 Route 25 A. Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski J�[ , Southold,New York 11971 Liz Gilloy G Telephone(631) 765-1892 Elizabeth Peeples �� Fax(631) 765-6641 OCTr r, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD smmat�PPLICATI N.FOR AN.AMENDMENT TO A WETLAND PERMIT Eoaed otTrustees,. c5I2 2 Z DATE: . n�. ... 1 ..... PROPERTY OWNER NAME:. _111 ,, ('yv-( :. I4%I61 4�5 �. _j �1✓� dl (c, MAILING ADDRESS: il): Vv-a�� Y . PHONE: AGENT �i�i1 �. C�JGG(�� $� Arc li��- ` 5 .� �.. ADDRESS 1-02a , _S1:IPP: _1rh�.V . :�''� �(� (.I"1G-` . PROPERTY LOCATION 2 16D. Ce�Gf �a, fl+ .Dr I v e , L TAX MAP NO. 71 (200- 20- -I/We .K'�►'� ''_Q-� . C4 r I-�e�c�rA eqU " tan Amendment to Permit# To 4:1.JP R (0-V Cyd % n -y G _ `.(� OSe� re-, (o - I .:&A:AeLty.cf �n 62. CiaoyZ . t �. �s pyn .►tea cQ .. -h . cai �t� -�a awn .,� S'd % .. _0L)ackIn .2 . . e Signed by. 9J0_X4 Rosebery Architectural Studio John D. Rosebery Architect, PLLC Phone: (631) 730-1262 1029 Sipp Avenue, Medford, New York 11763 Fax: (631) 730-5476 E-mail: El.roseberv@or)tonline.net Cell Phone: 516 -14 9. Letter of Transmittal ® C E V E . TO: TOWN OF SOUTHOLD BOARD OF TRUSTEES OCT 2 1 2022 ADDRESS: SOUTHOLD TOWN HALL ANNEX, 54375 MAIN RD. Sattiold lbwn P.O. BOX 1179, SOUTHOLD, NY 11971 Board ofTruslees ATTENTION: ELIZABETH CANTRELL, DIANE DISALVO SUBJECT: APPLICATION FOR JOHN ZENK, 280 CEDAR POINT ROAD, SOUTHOLD, NY. SCTM NO. 1000-90-2-14.1 PROJECT NO: 2018-45 DATE: 10/20/2022 CC: We are sending you the following items: x_ Attached Under separate cover via delivery the following items: Revised plans Copies Date No. Description 4 10/20/22 3 Revised site plan 1 10/20/22 1 Fee for amendment 1 10/20/22 1 Amendment application 1 10/20/22 Environmental assessment and LWRP forms. These are transmitted as checked below: X For Approval App roved as Submitted Resubmit copies for approval X For your use Approved as noted Submit copies for distribution As requested Returned for Corrections Return corrected prints For review and comment For Bids due date: Prints returned after loan to this office. Remarks: Revisions as per comments according to Amanda Numemaker of the Town Building Department. In her comments, she felt that a part of the house was in the flood elevation and therefore the house needed to be raised to allow for the garage area to be above elevation 6. If there are any questions or concerns, please call this office. I Signed: Jdqk Posebery, AIA Archite t I Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: ADDRESS: 9'Q 'oZ' )3'd 90 - 3 9 STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names;that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of 320 Notary Public Glenn Goldsmith,President SUFFOL,(�O Town Hall Annex A.Nicholas Krupski,Vice President �0 Gym 54375 Route 25 Eric Sepenoski y = P.O.Box 1179 Liz Gillooly o Southold,NY 11971 Elizabeth Peeples y�j�d �a0� � Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of ANDREA COURT PROPERTY HOLDINGS,LLC, c/o JOHN ZENK COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING 'DO NOT COMPLETE THIS FORM UNTIL THE POSTING BAS REMAINED ti I1V-PLA.CE;POrR AT LEAST SEY'EN.DA-YS'P.RIdW rOd-T-'E_PUBLIC- HEARING-DA'it,-00AOLETE TMtS-F_ORIl2:ONEIGHTII-DA-Ybk,'L wi, , residing at/dba I b f q lip t. sZ being duly sworn, depose and say: That on the (pig day of FtkXuckf , 202.?, I personally posted the property known as A4narCC�- (JDv c �- X40l a�c� �s 2�� CV-Tv(1\� 1)rlu e- , SOLA 0 by placing the Board of Trustees office 1 noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday,February 15,2023. Dated: kb 14, 2,023 si• afore) Sworn to before me this I41�—day ofd 20 ofN"York N&MNo.o1BR5043241 N iary Pub t�mmi + �Ires tft�COun ' E ° . �t ``! � a� � � 1� 1R1�T1 r ff► *:Ir ..��....�� W ��i ► ,� ', ii !�� ell 'j ?�/ rT'. �� ' Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: PM'r C G cou+ X9-5 NAME: ADDRESS: STATE OF NEW YORK COUNTY OF SUFFOLK . �l o h n residing at D 2� S(e i0 AV-(r 1 f� being duly sworn, deposes and says that on the day of x-09 ru C'V-j , 20 2,3 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at A,t, C�-,q V I lk— �J U , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. � ignature Sworn to before me this Day of1�� ry , 20ALUSWC. StateB Of Yo* No.01BR60M M Notar ublic "MW m V , Barbara Herz Gabriel Scibelli Living Trust 2012 Irrevocable Trust 33 Acorn Drive 265 Cedar Point Drive East 11 Fifth Avenue Apt 6G North Hills NY 11576 Southold NY 11971 New York NY 10003 tal SeiV-CeTl� U I S. Postal.Ser-Ace"M U.S. P. 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[I Return Receipt(hardcopy) r, Postmark Lu CD Ul I.= (D (electronic) $ rl Return Receipt Here cli CD r's n Certified Mail Restricted Delivery L" 1-j O. astr CD CO E3 , C3 []Adult Signature Required C3 (0 0) ❑Adult signatureRestrictedel,very- C) D LLJ -C3 0 C' [:3 Postage 1.0 6 ND0- M $ Total Postag sr $8.13 Living Trust $ int Drive East i.n se It TO 265 Cedar PO r-q South NY,11971 P x • C3 SiF'56i�i5a-xl M CD CL CL 0.2L CL 100 W rn G ----------2 City,State, g K zl CD Z' ' Q X (D m CL (D CL CL a Ch M rL cog 3 ❑ 3 El E3 0 0 Q.cr- CD m:y n. reroui -0-- 0 0" 0 13 I-D 13 0 . = Q 9"- 3; CL CD 0 IDN et LD. EP R 0. CD CD rx NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: -AAalr&Ck G)Vt+- 00U%A .5 e10 :Jo1 t47 SCTM# (coo -q4- -2 - Ide• I YOU ARE HEREBY GIVEN NOTICE: 1. That it is-the intention of the undersigned to request a Permit from the Board of Trustees to: j�jy�� rA Pp�(v► ,r •4bM 7nvc1-7 OozZ 4O/1S Uc a 2-�'�vf y , '✓� � re,5,&Q,q CZ, w ),41 -#Lp- 06/yNCv 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as folio s: 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: FOD t ��O,q X023 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. PROPERTY OWNERS NAME: An C1 f G Co v i fi flD(&0M , s h A -& , MAILING ADDRESS: (60 )l o f PHONE #: 626, AGENT: h n (-"roc_(c r9l MAILING ADDRESS: I b PHONE M-63 I 73 o (26,2 Enc: Copy of sketch or plan showing proposal for your convenience. Q 7.39'+ 7.39' C tic y LOT AREA=35,914 SQ.FT. 8�� TFC + 6.31' A ^0 PIPE FD' 011" C/ pp4 V CONSTRUCTION ENTRANCE- O• FOUNDATION OF COMPACTED 3/4" 7.1' 5 STONE BLEND OR N.Y.STATE D.O.T. 5 APPROVED R.GA,FILL TO IH"(Min) 5.2' `-A\ ABOVE EXISTING GRADE FOR \' DRAINAGE. AREA TO �9 4.86' REMAIN NATURAL3, + NATURAL TO 4REMAIN 4 UNDISTURBED 4.76' UNDISTURBED 3.6+ OOD A$ 4.56' ZONE A +4.4' 4.0' r°' 4.38' CONSIDERED A PART OF 9 m ALTERNATE 5WIT6H RA55 "MIDWAY INLET" j` y 4 If HOKEBERRY ACCORDING TO SUFFOLK + '1 4 EA.5'0.6, COUNTY 615 4AREA OF DISTURBANCE 11,608 SQ.FT. FRESHWATER I^IETLAND � 4+B' BOUNDARY AT2' 3 DRAINS,SEE DETAIL 2.9 r CONTOUR A5 3' PROVIDE PERENNIALS 4 BULBS A5 PER DETERMINED BY 60 X 2' DETAIL SPACING TO BE RANDOM 5 MIN.SAVE NYSDEG ON DEEP EXISTING TREES WHERE NEEDED. 6/18/20ONp,'<f:�sA;";F �' POO � �5� PROVIDE 4 KOUSA oT +4.7'G06WOOD5 b'HT.1.5"GAL. DEEDED S, OF .W L AREA O DISTURBANCE LIBER BER 6994 P6 543 CRASS 6 3.3';? ° REMOVE TREES IN THIS AREA AS ALTERNATE 51IITGH RED TCH CRASRY REQUIRED FOR INSTALLATION OF SYSTEM b EA.5'O.C• ?.00, 00" 3.4' 1 4 100 FEET FROM FRESHWATER 10 FEET NON TURF EUFFER + O�v WETLANDS VEGETATION TO BE AS REQUIRED BY TOWN OF ) 3 6' CLEARED OF DISTURBED WITHIN THE SOUTHOLD TRUSTEES ` j AREA OF DISTURBANCE ONLY.AREA 4-RED SUNSET MAPLE 6'HT.2"GAL (6) DISTURBED WITHIN 100 FEET OF THE o O� LOCATIONS SHOWN,NOT TO I�IiERFRE � O WETLAND5 5,450 SQ.FT. �+y� R.O.K.OR UTILITIES.5E1p OUT5IDE �`U '�• BUFFER W/NATIVE GRASSES a ;+ w.b MIX RED BAYBERRY AND GHOKEBERRY ti b'XIO'TEMP SHED FOR TOOL a a _ W SHRUBS 10 EA. AT TOP 4 BASE OF SLOPE, ,, 3 GAL CONT.5'O.G.USE MIX W/SWITCH STORAGE INSTALL WATER LINE, o � �' "' REMOVE AFTER CONSTRUCTION 5 0 + GRA55 4 BLACK GRA.55 ON SLOPE 15 RED BAYBERRY 2'HT. D'. 2.6' V IN CEDAR MULCH LGHING ° a STABILIZE SOILS SEED WITH GONG.RET.WALL(SHADED) GALLEYS 2' ° ° X48Ni'" _ff a NON FERTILIZER DEPENDENT RYE-FESCUE MIX WITH STEPS-INDEPENDENT OF DEPTH M+ BDG.STRUCTURE raw d• Sr5 ACa7 • w 3C.ONf.RETAINING HALL 2'F" PROPERTY LINE-PROVIDE THOR05EAL q 6"CONIC q, ql p O ON INFER OR 510E OP HALL CURBFLOOD ZONE AE6 j p�Z 4 CONCAL ° 951 T. FLOOD 5 FLOOD ZONE X )L O Tp S �iNs EXCAVATE LOAM 4 FINE SILTS 4 SAND OUT OF 4 4 OGATE o'I" 6 YD F o °'O �bVIDE PEA GRAVEL TRENCH EXCAVATION W SHADED AREA UNTIL sr Q �/Afo 6.0'WALKWAY BETWEEN GOOD MATERIAL IS FOUND.REPLACE WITH IvaDID ROM a +EST I' GLEAN SAND AS NOTED ~ WATER LINE PROPOSED ESTIMATED FILL REQUIRED=100 GU.YDS. 8.3 D PORCH qq 50.FT. 5 /RETAINING' )q' )es, EXISTING CESSPOOL 8' WALL SEE 'JJ F NDATION o ° �°�, o„# TO BE PIMPED AND KEY NOTES: H PLAN o qs a REMOVED ACCORDING NOTE CONTRACTOR TO PROVIDE RILL N o + TO 5601-15 STANDARDS UTILITY KwxwT PRIOR To �7D Fo D B.2 CO GTRl.4TION ON SITE '� �� A OVER/Ul HOUSE AREA 51TE PLAN PR°n%RVF:Y er HAP° "J = RAILROAD TIE RETAINING 6.6' =3,512 SOFT. BROOKS JANIARY 21,2015 P tV WALL UNDER SEPARATE 3.6 + .3' CONDENSER PADS +(es) -PROPOSED ELEVATION 6RAOES APPLIGATION m ' g+1 T +•.e EXIST.GRADES 5.4' n A. FWTO6RAPH LOCATIONS ¢'� v7 MEAN HIGH WATER LAS GRADE TO SEE DEG SITE PLAN s 0 5 E TO BE LANDWARD OF + `i FDw/r 609 ? EL ATION SHOWN THE WESTERN BULKHEADirk UNDER DECK FOR FROST PROTECTION RETURN AND PREFAB coNc �/ NOTE: THERE ARE NO SUPPLY WATER �)•• (sn + WELLS WITHIN 150 FEET OF THE GONG.STRUCTURE � PROPOSED SANITARY SYSTEM PLANT MIX OF SWITC °� 7'+ 6RAS5 4 BLACK GRASS 1 M p 10 FEET NON TURF BUFFER GRAPHIC SCALE GROUPS EACH, 2'O.G.IN 5.7' T/BHD +' AS REQUIRED BY TOWN OF 2O' O' 10' 20' 40' STAGGERED ROWS.A5 A T/BHD V N 5.2' v SQ�T�iOLD TRUSTEES PART OF A 10 FOOT FZO T BHD + (IWFEET) t NON-FER11LIZEO BUFFER F/O y 17�O SEE LAN56APIN6 SCHEDULE fie" 6 NOTE:COVER MATERIAL I 2 5 FOR THE FOOTPATH 15 ►1 V/� �u ��.Y` EXISTING BULKHEAD TO BE '0000°D"K LIMITED TO NATURAL /T ��G l/ RECONSTRUCTED UNDER WOOD BARK CHIPS,STONE, SEPARATE APPLICATION 86,�r, GRAVEL AND SAND pp �n ^D TIDAL WETLANDS 2,224 50.FT &c) cc aa ��'�v -Dri Ie (6.2%OF OVERALL LOT) Z1 LITTLE PECONIC BAY 4.9' T/BHD NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing will be held by the Southold Town Board of Trustees at the Town Hall, 53095 Main Road, Southold, New York, concerning this property. OWNER(S) OF RECORD: ANDREA COURT PROPERTY HOLDINGS, LLC, c/o JOHN ZENK SUBJECT OF PUBLIC HEARING: For an Amendment to Wetland Permit #10042 for the demolition of existing one-story dwelling and construct new 60'x48' irregular shaped two-story dwelling with garage under at elevation 6.1 and first floor elevation at elevation 15.1 in lieu of originally proposed elevation of 13.8; a 5.5'x18.5' covered porch; proposed 57'x20' seaward side irregular shaped deck with a 10'x30' swimming pool with 5' depth, and a 8.6'x3' width deck stair at the rear entry to the dwelling; construct an 8' long by 18" high retaining wall along west side of seaward side deck extending from exterior basement wall to top of deck stairs; construct 7' long and 5' wide front entry stair; install 100 cubic yards of fill for the new I/A system; and to establish and perpetually maintain a 10' wide Non-Turf Buffer along the landward edge of the - bulkhead. Located: 280 Cedar Point Drive E., Southold. SCTM# 1000-90-2-14.1 TIME & DATE OF PUBLIC HEARING: Wednesday, February 15, 2023 — at or about 5:30P.M. If you have an interest in this project, you are invited to view the Town file(s) which are available online at www.southoldtownny.gov and/or in the Trustee Office until to the day of the hearing during normal business days between the hours of 8 a.m. and 4 p.m. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 t r � 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 1 -Project and Sponsor Information Name of Action or Project: CDLA k- �I CSZ A fl J lL /'� J 5 Project Location(describe,and attach a location map): 2zo &,C@af }qo,^ Dj-Ive , S0t/4\oc� OL-1, Brief Description of Proposed Action: ,� or e,�c t,5'h-lj CDI)5t( t,C410 Pte '® �fcP' 2 3+19 rCs (ODN�Q, �10 Y(W �� ge�-r ooMS Name of Applicant or Sponsor: �l O ` o Telephone: G3 1- -7(P D W(i� (— 1]J�t S "' ZvvVVef�(L E-Mail: p17nSG 1 O,1�.Cv Address: b() 5 rDr11"2. l City/PO: State: Zip Code: LvL-f k e- CXA t(jol 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes, list agency(s)name and permit or approval: ❑ 1 SOACAI uz-+ _Ws '-S.UAc f 3.a.Total acreage of the site of the proposed action? V-02,t> acres b.Total acreage to be physically disturbed? �0ArL acres c. Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0dS2 5 acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban ❑Rural(non-agriculture) [-]Industrial ❑Commercial „Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. is the proposed action, NO [[�] N/A a.A permitted use under the zoning regulations? ❑ ❑ b.Consistent with the adopted comprehensive plan? ❑ ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural YES landscape?7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? ES if Yes, identify: ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES © ❑ b.Are public transportation service(s)available at or near the site of the proposed action? ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: ❑ 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: �Oy1 L+ CV&" IL ❑ 15!t,:5 6 eA 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? M ❑ b. Is the proposed action located in an archeological sensitive area? ❑ 13.a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO I YES 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: 14. Identify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: Shoreline ❑Forest ❑Agricultural/grasslands [],Early mid-successional Wetland ❑Urban Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? ❑ 16.Is the project site located in the 100 year flood plain? NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ a.Will storm water discharges flow to adjacent properties? �NO [:]YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: f❑NO $]YES ate. to acJ� ,►n�► ��5 �-�� Page 2 of 4 18. Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: ❑ 19.Has the site of the proposed action or an adjoining property been the location of an active or closed NO YES solid waste management facility? If Yes,describe: ❑ 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: T� ❑ I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE I Applicant/sponsor e: 1. eT (4dDate: fl 2a� 271 r Signature: AeAl 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 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur I. Will the proposed action create a material conflict with an adopted land use plan or zoning F1 1:1regulations? 2. Will the proposed action result in a change in the use or intensity of use of land? F] ❑ 3. Will the proposed action impair the character or quality of the existing community? ❑ ❑ 4. Will the proposed action have an impact on the environmental characteristics that caused the ❑ ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ ❑ affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate ❑ reasonably available energy conservation or renewable energy opportunities? 7. Will the proposed action impact existing: ❑ a.public/private water supplies? b.public/private wastewater treatment utilities? ❑ ❑ 8. Will the proposed action impair the character or quality of important historic,archaeological, ❑ ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ ❑ waterbodies,groundwater,air quality,flora and fauna)? J Page 3 of 4 ' 1 No,or Moderate small to large impact impact may may occur occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage ❑ ❑ problems? 11. Will the proposed action create a hazard to environmental resources or human health? El F] Part 3-Determination of significance. The Lead Agency is responsible for the completion of Part 3. For every question in Part i that was answered"moderate to`large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail, identify the impact, including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-tern, long-term and cumulative impacts. EICheck 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. Town of Southold-Board of Trustees Name of Lead Agency Date President Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 Town of Southold 1 LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS L ' All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its significant .beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and' non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# (®DO - q0 - 2- PROJECT NAME Zen k -- qtr)Aran C v/-4— The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate'response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license,certification: Nature and extent of action: i n t1 -r v c� o Dt� tJyQ�_ -fb� coo` k �-� irce�v( �, � b��►s �� I�'mss¢' t7�. w�� Location of action: u Site acreage: 2S ptz., Present land use: Present zoning classification: - 4o Q25n cLP-J)CP-- 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Ay1 Ar-Q-G Cwr�- O O Ri n yS - G(o '-Joh ys 2R-A Ic (b) Mailing address: 1 �I 01LOYO (c) Telephone number: Area Code( ) �3 �`�- G)(v 42 (d) Application number,if any: Jam/ 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? G (Jk)Cf f CN CLS F>erm c�- 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 LNVRP Section III-Policies; Page 2 for evaluation criteria. 2/yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LNM Section III-Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No Rr 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 r►1 K-la¢.ra r"C I a U,Z�T GR/`\D�( e 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 C. _ ol\ S+em k./"0 v-G f � 1 a 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 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 K 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. I p 1 Yes ❑ No ❑ Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ Yef] No Not Applicable Attach additional sheets if necessary 'WORIING COAST POLICII Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No Not Applicable f-Lf o � 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 E� Not Applicable PREPARED BY TITLE DATE Glenn Goldsmith,President ��O��spFFfa�.'cOGy Town Hall Annex A.Nicholas Krupski,Vice President < 54375 Route 25 Eric Sepenoski CO P.O.Box 1179 Liz Gillooly �y Southold,NY 11971 Elizabeth Peeples dol �� Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: Completed in field by: John D. Rosebery, Architect on behalf of ANDREA COURT PROERTY HOLDINGS, LLC, c/o JOHN ZENK requests an Amendment to Wetland Permit#10042 for the demolition of existing one-story dwelling and construct new 60'x48' irregular shaped two-story dwelling with garage under at elevation 6.1 and first floor elevation at elevation 15.1 in lieu of originally proposed elevation of 13.8; a 5.5'x18.5' covered porch; proposed 57'x20' seaward side irregular shaped deck with a 10'x30' swimming pool with 5' depth, and a 8.6'x3' width deck stair at the rear entry to the dwelling; , construct an 8' long by 18" high retaining wall along west side of seaward side deck extending from exterior basement wall to top of deck stairs; construct 7' long and 5' wide front entry stair; install 100 cubic yards of fill for the new I/A system; and.to establish and perpetually maintain a 10' wide Non-Turf Buffer along the landward edge of the bulkhead. Located: 280 Cedar Point Drive E., Southold. SCTM# 1000-90-2-14.1 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay Part of Town Code proposed work falls under: Chapt.275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: -Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: Present Were: G. Goldsmith N. Krupski E. Sepenoski L. Gillooly E. Peeples NEWYOOK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Divisiori of Environmental Permits,Reglan 1 SUNY 4)Stony Brook.5o aroe Road,Stony Brook,NY 11790 P,(631)444-03651 R'J(ijl)444-0360 PERMIT MODIFICATION October 31, 2022 John Zonk- 160 Kihgs Drive fRiver head, NY 11901 I V E ® EE Re: Pbrmit ID 14738-104667/00001 Zenk Propeity NOV I- ,280 Cedar Point DeiVe East PG Southold SCTM#'1000--90-2-14.1 Southold Town Expiration 6ate;2/1712027 Board of Trustees 'ARNO-DEP Dear-Permittee: Your recent request to,modify the-above permit,has been reviewed pursuant to 6'NYCRR.Part 621 (Uniform Procedures Regulations). It has been determined that the proposed modification will not substantially change the scope of the.permitted actions or permit conditions. Therefore, the permit'is modified to authorize the following change: Raise the elevation of the proposed dwelling and attached structures. All work shall be done in accordance with the plans by Roseberry Architectural Studio lost revised 9/22, and stamped- NYSDEC Approved on 10/31/2022. This letter is a modification to the,permit, andas such, shall be available at the job site whenever authorized work is in progress. All other terms-and conditions.'remain as written in the-pen-nit. Please be-advised, this letter does.not relieve you of the responsibility of obtaining any necessary permits or approvals from local municipalities or other agencies. Si ce ly, Susan V Ackerman Regional Permit Administrator SVA!mrp Distribution List: Roseberry Architectural Studio BEH 8MHP File NEWYoRK Department,, own i�nuir Environmental Conservation NOTICE OF COMMENCEMENT OF CONSTRUCTION RETURN THIS FORM TO:COMPLIANCE Or Fax to: 631-444-0272 Bureau of Ecosystem Health-NYSDEC E-Mail: dec.sm.R1MHP-BEH@dec.ny.gov SUNY at Stony Brook 5&Circle Road Stony Brook, NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS: TELEPHONE: Dear DEC: Pursuant to the special conditions of the referenced permit,you are hereby notified that the authorized activity shall commence on We certify that we have read the referenced permit and approved plans and fully understand the authorized project and all permit conditions.We have inspected the project site and can complete the project as described in the permit and as depicted on the approved plans. We ban do so in full compliance with all plan notes and permit conditions.The permit, permit sign,and approved plans will be available at the site for inspection in accordance with General Condition No. 1. (Both signatures required) PERMITTEE: DATE CONTRACTOR: DATE THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS PRIOR TO COMMENCEMENT OF THE PROJECT AND/OR ANY ASSOCIATED ACTIVITIES. FAILURE TO RETURN THIS NOTICE, POST THE PERMIT SIGN, OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OF THE PROJECT MAY SUBJECT THE PERMITTEE AND/OR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON-COMPLIANCE WITH PERMIT CONDITIONS. Cut along this line X X X X X _X X NOTICE OF COMPLETION OF CONSTRUCTION RETURN THIS FORM TO: COMPLIANCE Or Fax to: 631-444-0272 Bureau of Ecosystem Health-NYSDEC E-Mail: dec.sm.R1MHP-BEH@dec.ny.gov 50 Circle Road Stony Brook, NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS: TELEPHONE: Pursuant to special conditions of the referenced permit,you are hereby notified that the authorized activity was completed on .We have fully complied with the terms and conditions of the permit and approved plans. (Both signatures required) PERMITTEE: DATE CONTRACTOR: DATE THIS NOTICE, WITH PHOTOGRAPHS OF THE COMPLETED WORK AND/OR A COMPLETED SURVEY,AS APPROPRIATE, MUST BE SENT TO THE ABOVE ADDRESS WITHIN 30 DAYS OF COMPLETION OF THE PROJECT. NOTICE OF COMMENCEMENT OF CONSTRUCTION RETURN THIS FORM TO:COMPLIANCE Or Fax to: 631444-0272 t Marine Habitat Protection-NYSDEC E-Mail:dec.sm.R1MHP-BEN@dec.ny.gov SUNY at Stony Brook 50 Circle Road Stony Brook, NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS: TELEPHONE: Dear DEC: Pursuant to the special conditions of the referenced permit,you are hereby notified that the authorized activity shall commence on . We certify that we have read the referenced permit and approved plans and fully understand the authorized project and all permit conditions.We have inspected the project site and can complete the project as described in the permit and as depicted on the approved plans. We can do so in full compliance with all plan notes and permit conditions.The permit, permit sign,and approved plans will be available at the site for inspection in accordance with General Condition No.1. (Both signatures required) PERMITTEE: DATE CONTRACTOR: DATE .THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS PRIOR TO COMMENCEMENT OF THE PROJECT AND!OR ANY ASSOCIATED ACTIVITIES. FAILURE TO RETURN THIS NOTICE,POST THE PERMIT SIGN, OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OF THE PROJECT MAY SUBJECT THE PERMITTEE AND/OR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON-COMPLIANCE WITH PERMIT CONDITIONS. Cut along this line X X _X X X X X NOTICE OF COMPLETION OF CONSTRUCTION RETURN THIS FORM TO:COMPLIANCE Or Fax to: 631-444-0272 Marine Habitat Protection-NYSDEC E-Mail:dec.sm.R1MHP-BEH@dec.ny.gov 50 Circle Road Stony Brook,NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS: TELEPHONE: Pursuant to special conditions of the referenced permit,you are hereby notified that the authorized activity was completed on .We have fully complied with the terms and conditions of the permit and approved plans. (Both signatures required) PERMITTEE: DATE CONTRACTOR: DATE THIS NOTICE, WITH PHOTOGRAPHS OF THE COMPLETED WORK AND/OR A COMPLETED SURVEY,AS APPROPRIATE, MUST BE SENT TO THE ABOVE ADDRESS WITHIN 30 DAYS OF COMPLETION OF THE PROJECT. r ,.o t a pCc unh P.epvN ..x.+ N 5<OC LCT AREA a 36,014 SO FT ll It y`�. •.. L. . PHiE qP rNE SITE TEST WRINCODGTV KEY MAP of ,' r•3 ' '�;:�•FB"cR�r,,ur .,tc. HT F� RT LOT COVERAGE CALCULATIONS L' q -•. Fr Rx. a. 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P,erwara, ,..�tic ri - ,aa•.ac,.�,re.'. .r.� .aa.•H,>.� .,�..a. b r..w ROSEBERY ARCHITECTURAL STUDIO U -3Sl„riG, l \ I ,• ` �\ IOMSIPPAVENUE J 6 —1 LJD ( F4 MEOFORD N.Y 11762 PHO ^—SITE f. Y LITTLE PECONIC SAY I'ro•' .. ww�a woan a wa.0 v..r. E-�-: '�s2l o-�l8�z FAX:(1`J} EERT1A.EA•6,D1190.PINE09ITE � �•� ZONED R.,O RESIDENCE •�^� r A1Htl cvn ZENK RESIDENCE NEW RESIDENCE 6 ogu.b Be `'✓I A -Y- 2W CEDAR POINT ORIVE. —e ers�'ns ws r r b oM of I B'�'amd SOUL.NY 1 m `0',q =LwI� _ `E S'p� TOWN OF SOUTNOLD -..._- -_. rNH�_..? ' S RAIN GARDEN DETAIL V SC'M.N0.tOOp.DD2-1 A.1 me �� •."vN”, a ns R ne a.e �AS ,AHr `r4A'1, r b s , $ SIIHM651MDE IFAfTMERJKl1E1MANr6E1EWU NM DRYfIrES DECEMBER Zoos SP1 NOTED EAST ELEVATION/SITE SECTION SITE& 5"ALE r.20 n SANITARY PLAN DRAINAGE CALCULATIONS: VGSAFELY REQUIREMENTS IN NEWYORKSTATE EXONVATOR!IC� O�DCTORS AND HOMEOWNERS CALL DIGGING Y= —?a— IN 40,�RZI.E.MN T' SITE REEFER ARpN ED DR 1-_S T BORING G I'M — I.;;g�(MAP A. 0 OP rws AL.._ E;T ITZ E SEM aF+NE BFI E c LOT AREA-35,914 SO FT. xSULTANTe N + ,=T- 7-11 IV NERN INOTES, 4' HYDROACTION AN-400 SERIES =111AN O� 9_W_TSSysTEMp97AIm �)l-k3-04 7L�l N_ TTO BALKFILL ANO WWNFi'lYSlEM I UF �_'T"T SE I-Yl— THE OWTS INSTALLER SIrALt.IIOy IN ROM�_'�DEPT.O- AND AN Q0N5 19 ll�-I—IMIEf IN THE 1� ZONE A INSTALLER OF THAT S1' 4. _—lLTHE KRIN,�T W A IWff 0�R VE oA—Tl' TREATM YS,EMMRi REFLFFOLK GP11E1Y DEFT.OF I— He-1.THE.Ell-A"INIEG—, U9ATP —I-To .I—�U_ln AS—Mo H. "V—O OPERATION IV_IMHA ED 0,,.OYNNE.Y_ v__TMNINFlLV1GB PROVIDER o_I1 3MAV. A, A—O m CE. INTENDED TO fVrlTEIERTHANIARFrN T,w.9YSTFM IS PROHIBITED BY E OHS. PRPiIDE 3'T PIFF FFOH THE oTO THE 51LE -aT Se— FAM11-Y IN= HAVE A 11�111 E 5L0°E FROM TIE dN5 i0 THE HQISE Ie E;lQElITFHM ITAIL O—N I&IHAINl.11� x�xx WWFS SN �,,TOR S. IINIE�(ENTRY)ELEVArON lir OF SAN—LINE AT�or corio i MI,A n) —ff.%MIX.4. 0, CTOR SHALL No-Ill A-111111,1 OF ANY ONM�IfS N THE NE�ELT ONS E"'4 IM j"—ATON TO UE F FE W,ELECTRIC SINGLE LINE 00,01101 T 01 THE gg • ".5 --AT— Laiawa ATII 0, Y_F. "El p OH'o,e FLAG, EHDnE asom 4FA.x "i -rw�t:e Fov— x tr w. 'xCOLXntC.M( aLNRlO4`+ .-,3 Ntt+FP elP nUt MDPDT R.v IWe 4' —IATE AH 1 11.SI- ra ROSEBERY DEFR4IAAL`'L 4,70, —IATON ARCMTECTURAL SECTION X= STUDIO 1029 SIPP AVENUE BUILDING CLEANOUT& yz= FRESH AIR INLET ErAIL MED ORD,NY 11703 . PHONE(63t) 730.12632 To _O AND KEY NOTES: FAK IS )7365470 WEBSITE: HN SAFETY SCREEN DETAIL 7ENK RESIDENCE To inhR AT NEW RESIDENCE rl'AT 4 5L 1 11111THE 280 CEDAR POINT DRIVE. SOUTHOL,NY ' TOMNOFSOUTHOLD i '0=1 SOW NO.1006962-1111006962-1111006962-111.141 A N, "Z-2 E.—__To I'XTZ' 2016 5 SP-2 T—HE22N." _0 nmlal Oyrggt ———————————————- FA. (11.of OVERALL NOTED LrrTLEPECONIC BAY 4:'86 PR P PA WS a SITE PLAN �ITE& SANITARY DETAILS&PROFILE = _3 M1114 S.IT. L SANITARY PLAN ZONE R�DRESIDENCE ;v PERSPECTIVE VIEW I—Ew POURED CONCRETE RETAINING WALL DETAIL TEMPORARY CONSTRUCTION ENTRANCE SILT FENCE DETAILS NOTE: sections or pe,monen- ind/cr final driveway Aj, 111-r!CA/ constriction lcc.ted wRtdn u To—R0.vi.must meet the minimum requirements of the To,-HiqhwCy Specificatons orifi is subject to the oppro-I of the Highway Superintenden BEDDING'OETAIL 27. R -El on j..—0, A-E-ff'..,' 0, RMSM' 12 --c. FULLY CRIBBED TIMBER TIE RETAINING WALL pu""r E.Ers Typical SI ANCHOWNGML 6awc NTO .1 STRAW RALE DIKE DETAILS ROSEBERY ARCHITECTURAL END VIEW-END WALL • STUDIO 1029 SIFF UE JL_11,L--- MEDFORDA,N.Y VEN117� TOP VIEW F%T% -I PHONE:(01)T30.1262 FAX(031)730.5476 E-MAIL::mgeWQoptcM amat WEBSITE: BELGIAN BLOCK IL(TYPE B) 7ENK RESIDENCE - NEW RESIDE\CE 280 CEDAR POINT DRIVE. SOUTHOL NY E3 TOWN OFSOUTHOUD SCTM.NO.1000.W2.14l ENO V1 INTERMEDIATE WALL —SIDE VIEW 201a-.5 E.E....2.I. SP-3 NOTED LEACHING GALLEY/DRAINAGE DETAIL SITE DETAILS Glenn Goldsmith, President QF so(/jy Town Hall Annex VY A. Nicholas Krupski, Vice President ,`O l0 54375 Route 25 P.O. Box 1 John M. Bredemeyer III Southold, New York 11971 Michael J. Domino 'r G Q Telephone(631) 765-1892 Greg Williams �� YO Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUT14OLD 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-constructidn,",hdy:bale line%silt boom/sift curtain 1 St day of construction '% constructed When project corrtpiete, call for,compliance inspEction; y040d°•Oj - a ..''1��09 i. �5r "QO�!•- ,F net 4 P I'p• _ e, /j••e~ - ,:OVi °0'.. _ °•001 l�'••ii.?_ _- ,9�C9f�•i- '00�<IOi.,�,-- �0 Yi•: x44 9D1/I/ a p141 91°pD • `- ,41101 •/••' 'i^e11/ 9D/°i°j•• ,- - •:C�1e1P 1pp § "'a°1/ /I CCii @ /v - �� •\ ` •\ f°•- •i\ Iy ':gip pfn C p1 d°p�'v� - `l`__,y!7A3k"'�'q"�<'d�.,•vv, �:;��!?ia'r/"''�Y�.'xEL'.'HY,ti'".'stiS�t'b�r�?Y:to'�"ED..?X�T�'tl,'�'''7?,"tT",LRA"u"A9X�^.':P�'e(4,'.'B°,ren,�=eyT"�4"''.�,"� .2r°,5,'�1-1T1;4^&'.rx:.7�Gr•.,/ � yxr r+v '"�' .i�; e'OeB"I Na'; BOARD-OF—SOU-T-HOLD TOW-N—T-RUS-T-EES --SOUTHOLD;NEW-YORK �L, PERMIT NO. 10042 DATE: DECEMBER 15,2021 ° ISSUED TO: ANDREA COURT PROPERTY HOLDINGS,LLC c/o JOHN ZENK 111°p° •. PROPERTY ADDRESS: 280 CEDAR POINT DRIVE E.,SOUTHOLD SCTM#• 1000-90-2-14.1 s AUTHORIZATION o <' Pursuant to'the provisions of Chapter 275 of the Town Code of the Town of Southold and in =sef4 > accordance'with the Resolution'of the Board of Trustees adopted at the meeting held on December 15, 2021, ►;41e and in consideration of application fee in the sum of$250.00 paid by Andrea Court Property Holdings, LLC and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees o: 4 authorizes and permits the following: ° Wetland Permit to demolish existing one-story dwelling; construct new two-story(60'x45' " irregular shape) dwelling with a 20'x54' deck to rear with a 10'x30',4' depth swimming Pool - within; proposed dwelling is a total of a 3,567sq.ft. footprint with four(4) bedrooms; and to :• abandon existing sanitary system and install a new IA/OWTS sanitary system; establish and •eq4°4 2'q q 1�e�•perpetually maintain a 10' wide non-turf buffer landward of the bulkhead; and as depicted on II° the site plan prepared by Rosebery Architectural Studio, received on November 19,2021 and - ^I stamped approved on December 15,2021. ', ,•ser, ' IN WITNESS WHEREOF the said Bgard of Trustees hereby causes its Corporate Seal to be affixed and these presents to be subscribed by a majority of the said Board as of the 15th day of December,2021. satz$ O C i Greg WilLams — Absent % r i i1 sa�,�;r'3�:rn�a7°S;i;Srwr,.`Gt`�";zm;Sa'.��.vu'S3SC.iC}.•3;rav;,T,`�.�.uiSa�,;.;s�rii�,uiris:�r;,au'+r1'5.'ew,u,'u'�,aS:�a'F:a'¢�;�.�`�SC4RiP,Ca.,;,\'�.a:;.w�a)tia3;,'Sll.:a¢�,'r:.ra,�.;,.'ri`c;CG;weer«ay.�r;,w;a,;�,2:.b",(a ;slxn`est,L33^,r�;,4rufiw'�a`�.'i�YSc.C'li;r�`},��a' . T�Y.y� a s �"', a i �\�. =: s �ti,f a' e ,Y-,✓-'t = ��, e ='-•�.'•� aa�� :� �'(��+ ��y ' '°:�s>,:4 e,>�s?:%'��_ __'selele s@e0il;;:. _-�•,°.ae�tle_°@e0e��g•___ - -_-•'"�eADile elel�le�.r•_ •:;�0�10Iti_e@v0veer _ � - ';:dAed::@e@°le:%"_ -_ �:i�1°l::@v@�a:•ex`$,p�'� TERMS AND CONDITIONS The Permittee, Andrea Court Property Holdings, LLC, residing at 280 Cedar Point Drive E., Southold,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1 -Tlrattlre-said-Board-ofTrustees-arrd-the T-owrr-of-S-outhoFld-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 V an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice, to remove or alter this work project herein stated without expenses to the Town of Southold. c 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit, which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President *OF SU!/T�Q Town Hall Annex A.Nicholas Krupski,Vice President ,`O l0 54375 Route P.O. Box 11799 John M. Bredemeyer III Southold,New York 11971 Michael J. Domino G • Q Telephone(631) 765-1892 Greg Williams �Q�y � Fax(631) 765-6641 BOARD OV TOWN TRUSTEES TOWN OF SOUTHOLD December 17, 2021 John D. Rosebery, Architect 1029 Sipp Avenue Medford, NY 11763 RE: ANDREA COURT PROPERTY HOLDINGS, LLC c/o JOHN ZENK 280 CEDAR POINT DRIVE E., SOUTHOLD SCTM# 1000-90-2-14.1 Dear Mr. Rosebery: The Board of Town Trustees took the following action during its regular meeting held on Wednesday,:December 15, 2021 regarding the above,matter: WHEREAS, John D. Rosebery,"Architect on,behalf of ANDREA COURTPROPERTY ! .. HOLDINGS, LLC,c/o-JOHN ZENK applied to the Southold Town Trustees for a`permit under -f e,provisions'of Chapter 275'of the.Southold.Town Code; the,Wetland-Ordinance of fhe Town of Southold,-appl'ication dated-August 16, 2021, and, _ r. WHEREAS; said application was referred-to the Southold Town:'Cons'eniation Advisory'Counc_it " and to the Local Waterfront'Revitalization Program Coordinator for#heir findings and recommendations, and; `WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and,,, _ WHEREAS, the Board of Trustees has furthered,Policy-of the Local Waterfront Revitalization Program-to the greatest ektent-possible-through the•imposition`-of-the following-Best Management Practice requirements: revised plans which move' structure further landward; and WHEREAS, a Public Hearing was held by the Town Trustees With respect to said application on November 17, 20`21 and December 15, 2021 at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, 2 WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, _RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent withIhe—T Local-Waterfront.Revitalization Program pursuant to Chapter 268-5 of the Southold-Town Code, and, RESOLVED, that the Board of Trustees approve the application of ANDREA COURT PROPERTY HOLDINGS, LLC c/o JOHN ZENK,to demolish existing one-story dwelling; construct new two-story (60'x45'-irregular-shape) dwelling with a 20'x54' deck to rear with a 10'x30', 4' depth swimming pool within; proposed dwelling is a total of a 3,567sq:ft. footprint-with four(4) bedrooms; and to abandon existing sanitary system and install a new IA/OWTS sanitary system; establish and perpetually`maintain,a,10'wide non-turf buffer landward of the bulkhead; and as depicted on the,site plan prepared,by Rosebery Architectural Studio, received-on November'l9, 2021 and stamped approved on December 15, 2021. Permit to construct and complete project will expire two years from the dat' he 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'ir'spection. (See attached schedule.) Fees: $50:00, Very'truly yours,' v Glenn Goldsmith: . President, Board of Trustees GG/dd �oSu Glenn Goldsmith, President l:Foc,(C®��o °y Town Hall Annex A Nicholas Krupski, Vice-President H z 54375 Route 25 John M. Bredemeyer, III o ® P.O. Box 1179 Michael J. Domino At� Southold, NY 11971 Greg Williams �l �a Telephone (631) 765-1892 Fax-_(631) 765-6641 BOARD OF,TOWN TRUSTEES TOWN OF SOUTHOLD TO: ANDREA COURT PROPERTY HOLDINGS c/o JOHN D. ROSEBERY Please be advised that your application dated August 16, 2021 has been reviewed by this Board at the regular meeting of December 15, 2021 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project Pre-Construction Hay Bale Line Inspection Fee ($50.00) 1St Day of Construction ($50.00) % Constructed ($50.00) x Final Inspection Fee ($50.00) - Dock Fees ($3.00 per sq. ft.) xx The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. COMPUTATION OF PERMIT FEES: TOTAL FEES DUE: $ 50.00ta._, BY: Glenn Goldsmith, President Board of Trustees TEST BORING N Ell Zenk Property I2-1 Legend = MGDONALD From South .ii� " M.. EL. 6E056IEN6E • y • � =` b.90' T q r ! O DARK BROWN I' LOAM(OL) Q7.39' 5.9o' I' BROWN SILT ^' 7.39 �/c�tiC LOT AREA = 35,914 SQ.FT. 3a (MU O,Xj 3.9' BROWN SILTY N /� ` \\ AGF l 8� !� TO SAND(5M) t EL. 4' 2.9' \ \ 6.31' \ IV O� « ` 4' PALE BROWN \ \ \ 0/5 �1 r0 FINE SAND V 7.b' (SP) \ .7 \ O� WATER WATER IN A PIPE FD �9� I�//I bo. e I �\ ®NGOUNTERED TO' PALE BROWN GENERAL NATES O (5P) / \ � SINE SANG r \ EL-0.1 20' 7 1' \ THIS DRAWING, PREPARED FOR THE j' _ / \ \\ 5. �� GONSTRucT1ON ENTRANCE-FOUNDATION EL, SPECIFIC PROJECT INDICATED, IS AN OF COMPACTED 3/4"STONE BLEND OR ... I3.Io' INSTRUMENT OF SERVICE, AND THE \ \ \5 2' \ 7' \ 31 N.Y.STATE D.O.T.APPROVED R.G.A.FILL WATER ENCOUNTERED SITE-+ �o c` TO 18"(Min.)A&7VE EXISTING GRADE FOR `� 1.6 BELOW SURFACE PROPERTY OF ROSEBERY ARCHITECTURAL �(�DRAINAGE � (O,) ARCHITECT PLLC. 4 \`\ \ \ �" � �` � TEST BORING STUDIO AND JOHN D. ROSEBERY \\ 6.1' \ / \ _i9 �` 4.86 \ NOTE:AGGORDIN6 TD 5GGHS AREA TO \ / + \ AREA TO REMAIN MONITORIN6 WELL-75431,THE INFRINGEMENT OR ANY USE OF THIS REMAIN NATURAL 3' \ ` ` " HIGHEST WATER TABLE EL,15 KEY M A P & UNDISTURBED \ \\ 4.78' NATURAL ), CONSIDERED AT 1.3 DESISN eRouND PROJECT IS PROHIBITED. ANY ALTERATION, / UNDISTURBED `- T r7 `. � WATER 15 CONSIDERED 1.8 OR REPRODUCTION OF THIS DOCUMENT IS _ ALSO PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. ~ / / FLOOD \ �'Ftir 3.6+ 4.56' 4.0' n' / ZONE A � 44' \\ 4.38' LOT COVERAGE CALCULATIONS: / \ IMPERVIOUS AREA: AREA % OF LOT COVERAGE CONSIDERED A PART OF o°jALTERNATE SWITC� RA55 BUILDING ROOF 4 DECK AREA: 37865Q.FT, 10.54 % CONSULTANTS: IoW / `'' GHOKEBERRY ••' ' Earth N MIDNAI' INLET =� \ EXISTING DRIVEWAY: 2,340 SQ.FT. 6.51 % ACCORDING +TO SUFFOLK $> / \ 4 EA. 5' O.G. \ 200 ft, >� / 4.1 AREA OF DISTURBANCE \\ PROPOSED PAVED AREA (PATIO AND WALK): 2,126 SQ.FT. 5.91 % COUNTY CIS / \ AERIAL PHOTO FROM SOUTH TOTAL LOT COVERAGE: 8,252 SQ.FT. 22.9 � 17,608 50,FT. FRESHWATER 4.8' WETLAND�� 3 DRAINS, SEE DETAIL APPROVED BY I BOUNDARY AT 2' ' 2.9+ // + 0 fl CONTOUR AS I � 3 ° BOARD OF I t�USTEES DETERMINED BY 8� X 2' /_ � I IZ I PROVIDE PERENNIALS � O NYSDEC ON DEEP /W,� w l BULBS AS PER DETAIL 6/18/20 PND I�LEAGHfN6 /�3J '� l� TOWN OF SOUTHOLD " PROVIDE 4 KOUSA POOL ( � + 4.7' DOGWOODS UHT. 1.5° DA rE ►5 ZpZ� DEEDED \ o � I GAL. R.O.W. LIBER / ' AREA OF DISTURBANCE �' 69g4 PG 543 O REMOVE TREES IN THIS AREA AS 3.3' � � 2 1 � ° ALTERNATE / 2 //I SWITCH S /� +14.0 ` REQUIRED FOR INSTALLATION OF SYSTEM " . .--.--•-_-_-�.._._..._._.. _ ..__� / >3°,l I, / t 4. 4 100 FEET FROM FRESHWATER "1_ ,,,. _• , 263p E � GHOKEBERRY , �� WETLANDS VEGETATION TO BE 8 EA. 5' O.G. _ o / \ (4 CLEARED OF DISTURBED WITHIN THE 10 FEET NON TURF BUFFER , fl l D A% ?' v ��_ / 3 6' AREA of DISTURBANCE ONLY. AREA _ '' M� y• P AS REQUIRED BY TOWN OF "rye ! J'(6 DISTURBED WITHIN 100 FEET OF THE SOUTHOLD TRUSTEES �fl Q 4O l �4a (j)� y WETLANDS 5,450 SQ.FT. C 4 STABILIZE SOILS SEED WITH `�oPN1El MAPLE 6' HT. ` / �' /io, p1 NON FERTILIZER DEPENDENT 2" GAL. / °��\ MN ��• y\�, m Q� RYE-FESGUE MIX lgb' 4' d� I1� O MiN /P 5HEN q �( FOR TOOL STIORAGED / 4) \ OQ� + 2 w EXCAVATE LOAM FINE SILTS SAND 9�c Gl1fc �,w INSTALL WATER LINE, 4.7' o w / e \ U OUT OF TRENCH EXCAVATION IN SHADED REMOVE AFTER/ + {4. Dl_ (8.2 ) ° AREA UNTIL GOOD MATERIAL IS FOUND. 1-TIDAL POND TO THE NORTHWET OF THE PROPERTY, CALLED 3-NORTH SIDE OF EXISTING RESIDENCE, 7-EXISTING RESIDENCE FROM SOUTHWEST REPLACE WITH GLEAN SAND AS NOTED GONSTRUGTIOI LEACHING I c� � to / \\ 2 i "MIDWAY INLET" FROM SUFFOLK GIS 4.2 BJ LOOKING SOUTHWEST GALLEYS 2 N. +�rAN-DROACT7 Z ESTIMATED FILL REQUIRED = 100 GU.YDS. 15 BAYBERRY 2' HT. DEPTH 4 ) srs. Z IN CEDAR MULCH 4.4) a M,N GONG.RETAINING WALL 4.' / 6 GONG 2 �8 o \ I Q 2'FROM PROPERTY LINE FLOOD ZONE / ECJ 12 TRUSTEE REVISIONS 11/21 CURB Esq _ (\/ Q RECAST �-= - _ Q� \ 4 GONG s s 8' D)sr. FLOOD ZONE X r r " 11 TOWN OF SOUTHOLD 9/21 \�\ WALK / o _ �' Pp�°\ (a,5)+4• �� "� WETLANDS PERMIT APP. lL S ! LL 4 I a \ A5 ,S 01ay�° �' $ - LDItVG _ 6/8/21 .rte 10 DEC REVISIONS MAY 28 COMMENTS J l + 3 4.5 ? f E�' 8 BED`1 N(� 0 \ ( J 9 DEC REVISIONS 5/21 PO ciNF - MARCH 21 LETTER 0 TICO 2A�s D E90) PROPOSED TOVERED r } ' PORGH b F �, �' 8 DEC REVISIONS HEALTH DEPT. SUB. 10-2020 D�� .�- / •pR 'f yes +8.3' J �bV X 3' T q lP oz EXISTING CESSPOOL 8 7 RELOCATE HOUSE 2-2020 DEEP TO BE PUMPED AND KEY NOTES: .• - s ,, _ I LE\,HING oo �� / pool o qG REMOVED ACCORDING. `; 6 HEALTH DEPT REV. 11/19 N/ t'00L NOTE: CONTRACTOR TO PROVIDE FULL R fid, w �� p . � o GONDEN5Ef5 TO SGDHS STANDARDS UTILITY MARKOUT PRIOR TO ! r�Dl � \ T3 / 8.2' CONSTRUCTION ON SITE Y / 5 CONSTRUCTION DOCS 9/19 L S \ ` OVERALL HOUSE AREA 51TE PLAN FROM SURVEY BY WARD YD + �_'(7 Q 8 8' ` l l 8• ' 1873" _ �j j61 oj0,FT• BROOKS JANUARY 21,2019 RAILROAD TIE RETAINING 44-- � \ / 2-EXISTING RESIDENCE, APPROACHING FROM DRIVEWAY FROM 8-LOCATION OF PROPOSED SEPTIC SYSTEM. THE TREES THAT HEALTH DEPT. WALL UNDER SEPARATE 3.6 ✓ \ +9.3' to +(6.5) -PROPOSED ELEVATION GRADES THE EAST. 4-EXISTING BULKHEAD FACING SOUTH ARE FLAGGED REPRESENT THE TREES EXPECTED TO BE 4 8/19 REMOVED WHEN THE SYSTEM IS INSTALLED. SUBMISSION 9 1 3 OWNER REVIEW 6/19 APPLICATION \� \ 5 �\ + +4.5 EXIST. GRADES 5.4' � ;m �. PHOTOGRAPH LOGATION5 h Q SEE DEC,SITE PLAN \ \ / DESIGN MEAN HIGH WATER Ll 1.1' � r ��""` � 2 3119 TO BE LANDWARD OFEXIS + 2 5.0'��\ E'p ZE NOTE: THERE ARE NO SUPPLY WATER THE WESTERN BULKHEAD GONG T/ M)x�N°N Rr'��ZF E° REVISIONS RETURN AND PREFAB WALL (50 T �+ 5 �E-F \ \ WELLS WITHIN 150 FEET OF THE GONG. STRUCTURE (1.0 6w \ \ S PLANT MIX OF 5WITG 8 No. Revision/Issue Date PROPOSED SANITARY SYSTEM P� \ ° 7.5' + GRAPHIC, SCALE GRASS i BLAGK GRASS 10 FEET NON TURF BUFFER 20' o' 10' 20' 40' II EACH, 6' O.G. IN 5.7 T/BHD 4' �KW Y b o AS REQUIRED BY TOHN OF ROSEBERY STAGGERED ROWS. AS A T/BHD , S 2, X, SQ�4-�IOLD TRUSTEES (IN FEET) ARCHITECTURAL PART OF A 10 FOOT ZQN T/BHD��H�q° NON-FERTILIZED BUFFER /0 rq - ' ��, STUDIO N, ° , ( NOTE: COVER MATERIAL 6 12'301.1 S FOR THE FOOTPATH IS 1029 SIPP AVENUE EXISTING BULKHEAD TO BE WOOD WALK LIMITED TO NATURAL RECONSTRUCTED UNDER WOOD BARK CHIPS, STONE, . MEDFORD, N.Y 11763 SEPARATE APPLICATION 96.35, \ GRAVEL AND SAND k PHONE: (631) 730-1262 TIDAL WETLANDS 2,224 SQ.FT fi ' t G 730-5476 (6.2 Y OF OVERALL LOT) E-MAIL:EroseberY@o tonline.n t ZD/y\ WEBSITE: LITTLE PECONIC BAY 4.9' \ www.roseberyarchitect.com 5-EXISTING RESIDENCE FROM WEST 9-ROUGH LOCATION OF THE SOUTHEAST CORNER OF THE T BHD RESIDENCE. Project Name and Address ZENK RESIDENCE SITE PLAN R NEW RESIDENCE Till 1111fli Milt 11111 SCALE: 1"=30'-0" }A., PROPERTY AREA = 35,914 SQ.FT. „w i - I � � " 280 CEDAR POINT DRIVE, ZONED R-40 RESIDENCE SOUT HOLD, NY ' TOWN OF SOUTHOLD I ON 3 SLOPE SCTM. NO. 1000-90-2-14.1 13.8' x < Project Sheet w 201 W 8-45 5 6 rM , 9.1 LU Qf(' `t °✓tka �• Date ,}� O ., 8' Bs' 8.8 9.5 8.5DECEMBER 2018 SP- 1 FLOOD ZONE < I 4' WALKWAY FLOOD ZONE FLOOD ZONE PRECAST TRENCH Shat AE( X AE6 DIST. I�., 1j (� A, NOTED CHAMBER O CD Q6-BULKHEAD RETURN AT SOUTHWEST SIDE OF PROPERTY 10-FROM AREA OF THE RESIDENCE LOOKING WEST. FLAGGEDz TREES #`r' --_•__ 1 LU DRAINAGEINDICATE PURPOS S. THEE EREMOVED ISANITARY XISTNG DRIVEWAY S TOHE LEFT. I I% NOV g ,,�� { i' EAST ELEVATION / SITE SECTION ITE PLAN _ 0;ud_.01 1rw.r� E . _ NYS DEC INFO T, Ip��/ DRAINAGE CALCULATIONS: TEST N VV YY VY.CALL811.COM PUMP COMPRESSER POWER CIRCUIT 12-13-18 BY "DIG SAFELY" REQUIREMENTS IN NEW YORK STATE - G ce1 --- _ M 1 MGDONALD r• r , f1�- `~l ;' .` IMPERVIOUS AREA: EL 6EO5CIENCE 8tx aix J 4 au frn l J La L1 ° ori SPRAY EXCAVATORS, CONTRACTORS AND HOMEOWNERS CALL 811 BEFORE ' �' � -' 11e' BUILDING ROOF AREA 3,186 SQ.FT. 6.90' TO DARK BROWN WIT ", PUMP ; P LOAM(oU --------- r PROVIDE WATERTIGHT os�0000 PROVIDE SAFETY GRATES INSIDE EXISTING DRIVEWAY 2,340 5Q.FT. N N ��MOTOR ,PUMP RATINGS: DIGGING G`� _; 3/4HP @ 1 15V FLEXIBLE JOIST SEAL AT •so.000a ALL TREATMENT UNIT COVERS TO PROPOSED PAVED AREA (PATIO AND WALK) 2,126 SaFT. sqo' 1' BROWN SILT _ THE NEW YORK STATE PUBLIC SERVICE COMMISSION(COMMISSION) WANTS TO REMIND = C82 M2 CSR 6 LOOPS _- -; 15.0 F.L.A. INLET b OUTLET PIPES 4a i/2 GRADE TOTAL IMPERVIOUS AREA 8,252 SQ.FT. 3 cr�la EXCAVATORS,CONTRACTORS AND HOMEOWNERS THAT STATE LAW REQUIRES THEM TO GALL ONE a e� ° 8 �1 P1 ----------f RECIRC��PUMP RATINGS: 5 /Z ° X 2" RAINFALL VOLUME 0.167 `- ' PUMP ; 3/4HP @ 115V EL. 01�OF THE STATES TOLL-FREE ONE-CAL.L CENTERS BEFORE STARTING ANY EXCAVATION OR DIGGING I `"� ""T N ------I--__-��- MOTOR / 15.0 F.L.A. TOTAL VOLUME REQUIRED 1,378 GU.FT. 3.q' BROMPROJECT. > NEW YORK STATE ESTABLISHED THE ONE-GALL NOTIFICATION SYSTEM A5 A FAST,EASY AND CB3 M3 �_ II I DRAINAGE SPEGIFIGATIONS 8 DESIGN:11 4oSANv(Srt) + .COMPREHENSIVE WAY TO ENSURE UNDERGROUND FAGILITIE5 ARE PROPERLY MARKED BEFORE A auc 0-s"` B" J -t,- '-;' MIXER PUMP RATINGS: INLET OUTLET I DRYWELL 8'DIA. X 2' DEPTH IN DRIVEWAY = GO GU.FT. ' 4' PALE BROWNDIGGING OR EXCAVATION PROJECT BEGINS. THE KEYS TO PREVENTING DAMAGE TO UNDERGROUND 1 PUMP 1 3/4HP @ 115V�"" -------- MOTOR / 15.0 F.L.A. 021 PROVIDE 15 LEACHING GALLEYS 2 FT. DEPTH AS SHOWN ON PLANS �.6 «) SANDFAGILITIE5 ARE THE TWO "ONE-GALL NOTIFICATION SYSTEMS" THAT SERVE AS GOMMUNIGATION 15 X 64 CU.FT. PER CHAMBER = 960 GU.FT.LINKS BETWEEN GONTRAGTOR5/EXGAVATOR5 AND LOCAL UTILITIES/MUNIGIPALITIE5. WATER WATER IN CB4 I G -'-x-'�; RAIN GARDEN 897 5Q.FT.X 0.5 (6" DEPTH) = 448 GU.FT. PALE BROWN GENERAL NOTES ' ° ° N - ENCOUNTERED l.b' m-F-j• TO SINE SAND ABOUT THE REQUIREMENTS: °" 0 °" CI -----------/ COMP`�iCOMP. RATINGS: O20a ° TOTAL DRAINAGE CAPAGITY = 1,498 GU.FT. EL-0.T 20' UNDER THE COMMISSION'S "GALL BEFORE YOU DIG" REGULATIONS,ADOPTED TO PROTECT THE WHT N __________I MOTOR 1/4HP @ 115V • ° (�� PUBLIG'S SAFETY AND GENERAL WELFARE, THE FOLLOWING PROGEDURE5 ARE REQUIRED: 5.4 F.L.A. si 1/2 ° 064.0000 THIS DRAWING, PREPARED FOR THE NOTE: ALL MOTORS PLG CONTROL PANEL EL. SPECIFIC PROJECT INDICATED, IS AN ADVANCE NOTIFICATION REQUIREMENT �n •70.0000 m MUST HAVE INTERNAL AT LEAST 2 TO 10 WORKING DAYS PRIOR TO ANY MECHANIZED WORK(DOES NOT INCLUDE THELq OVERLOAD PROTECTION. TV BELOW SURFACE ED SITE INSTRUMENT O OF SERVICE, AND THE DATE OF THE GALL) NOTICE MUST BE PROVIDED TO THE O�'E-GALL NOTIFICATION SYSTEM,WHICH aW LR1-Q1 "m M1 WHIT E W/ HP 80 COMPRESSOR ,b'BELOW SURFACE GONSTRUGTION FENCE: (-0•�'� PROPERTY OF ROSEBERY ARCHITECTURAL WILL TRANSMIT THE PROJECT INFORMATION TO INVOLVED MEMBERS 50 THAT THEY CAN MARK THE • GON5TRU6TION FENCE BE 6-FEET HIGH CHAIN LINK FENCE AROUND STUDIO AND JOHN D. ROSEBERY LOCATION OF ANY FACILITIES AT THE EXCAVATION SITE. LR1-Q2 w M2 w,r CONSTRUCTION SITE FOR THE PERIMETER OF THE AREA OF CONSTRUCTION AND TEST BORING ARCHITECT PLLC. HOW 15 NOTIFICATION MADE? ""� ' SHALL NOT ENCLOSE MORE THAN I ACRE WITHIN. PROVIDE A SECURED FRONT NOTE=ACCOROIN6TO56OH5 A / MONITORING WELL 15431,INE RECIRC RUNNING , .;.:-. R ,. INFRINGEMENT OR ANY USE OF THIS YARD ENTRY GATE BY PROP05ED BUILDING AND PROVIDE STABILIZED H16HE5T WATER TAME EL.15 KEY MAP FOR EXCAVATION ON LONG ISLAND AND THE FIVE BOROUC-H5 OF NEW YORK CITY, NEW YORK 811 aW LR1-03 � M3 ""' PROVIDE SAFETY 6RATE5 INSIDE AGGESS DRIVE, AS APPROVED BY BUILDING INSPECTOR. FRONT, 51DE AND WA�TERR IS CON91�n1.8 6RouND PROJECT IS PROHIBITED. ANY ALTERATION, MUST BE GALLED AT I-800-212-4480. FOR EXCAVATION ELSEWHERE IN NEW YORK STATE,DIG SAFELY NEW YORK MUST BE GALLED AT I-800-qb2--1962. NOTIFICATION FOR EXGAVATION WORK m G MIXER RUNNING ALL TREATMENT UNIT COVERS REAR YARD OF PROPERTY SHALL BE SECURED AT ALL TIMES FOR THE AL REPRODUCTION OF THIS DOCUMENT N ANYWHERE IN THE STATE CAN BE MADE BY DIALING SII. WHETHER DIALING THE I-800 NUMBER OR aw LR BHT FLOW E DURATION OF CONSTRUCTION. ALSO PROHIBITED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT. SII,THERE 15 NO CHARGE FOR THE GALL. LR 1-Q4 INLET LINE OUTLET WHAT DOES EXCAVATION INCLUDE? am AS-1 a�n 16 PLC INPUT E I O L B C 7.39' EXCAVATION 15 DEFINED IN STATE LAW AS "...MOVEMENT OR REMOVAL OF EARTH,ROCK OR OTHER a"' PINK K O 7.39' �� i1, MATERIALS IN OR ON THE GROUND BY USE OF MECHANIZED EQUIPMENT OR BY BLASTING, AND a" 5 .ti 6 ,� RUN AUR. EF LUENT �C l' LOT AREA - 35,914 SQ.FT. INCLUDES, BUT IS NOT LIMITED TO AUGUR BACKFILLING;DRILLING;GRADING;PLOWING IN;PULLING �- ALARM gyp, \ \ C IN;TRENCHING AND TUNNELING. TOOLi MANIPULATED ONLY BY HUMAN OR ANIMAL POWER AND THE HWA MUTEa1TEST ° a"" 72 1/4 A FILTER D N ,� ' x, \ �O �'�T� CONSULTANTS: TILLING OF SOIL FOR AGRICULTURAL PURPOSES SHALL NOT BE DEEMED EXCAVATION. aw 64 LO ATION Q• \ �38�9'A �+ WHAT 15 THE EXCAVATOR REQUIRED TO DO IF THERE ARE MARKED UNDERGROUND FA6ILITIE5 AT ALARM sz} THE WORK SITE? LIGHT \ 6.31'BEFORE USING POWERED EQUIPMENT NEAR MARKED UNDERGROUND FAGILITIE5,EXCAVATORS ARE "`" RED "" O REQUIRED TO VERIFY THE LOCATION;DEPTH,AND DIRECTION OF RUN OF THE FACILITY BY MEANS Q \ \61. O/ OQ OF TEST HOLES DU6 BY HAND. AFTER VERIFICATION,A CLEARANCE OF AT LEAST 4 INCHES MUST ENABLE rS PIPE FD jig, Q BE MAINTAINED BETWEEN POWERED EQUIPMENT AND THE UNDERGROUND FACILITY. a� 1 �� Z�tl '£` 11 PLC INPUT 001, ' CVV aw OVERRIDE Tri 40 1/2 6O 5 ^ / /\ 5• GONSTRUGT10N ENTRANCE-FOUNDATION 3 OVERRIDE 4 CSR 12 PLC INPUT \ + \ / ` j ,31' OF COMPACTED 3/4"STONE BLEND OR p"K GOMPAGTED SAND AT BASE 3" THICKNESS LEVEL MAX. TCLERANGE 5.2' �/ N.Y.STATE D.O.T.APPROVED R.GA.FILL 14 PLC INPUT OF 4" IN ANY DIRECTION \ / 7' + > 4c TO IS"(Mint ABOVE IEXI5TIN6 GRADE FOR 4' \`\ �_ / \ \ ` DRAINAGE. HYDROAGTION SYSTEM C�ENEf2/�L NOTES: TIME DOSE ° Vw 17 PLc INPUT ,v(� aW DEMAND HYDROACTION AN-400 SERIES \�. 6.1' / \ , �. I. HYDROAGTION AN 400 SYSTEM DESIGNED FOR 3-4 AREA TO \ �\ / + \ { 4.86' AREA TO REMAIN BEDROOM RESIDENGE SPRAY o '""�"" o PLC INPUT OWTS SYSTEM DETAIL REMAIN NATURAL \. .3' \ NATURAL 1 2. THE DESIGN ARGHITEGT SHALL OBSERVE THE OWTS PRIOR NOTES. FLOAT 5WITGH TO BE RATED 2 AMP AT 120 V. MIN. FOR 3-4 BEDROOM RESIDENCES 4 UNDISTURBED TO BAGKFILL AND DURING SYSTEM STARTUP 11 B1 wl / +\ 476 UNDISTURBED MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. -! 4.8' \ 3. THE OWTS IN5TALI-ER SHALL HOLD AN ENDORSEMENT J DASHED LINES INDICATE ITEMS NOT CONTAINED IN THE PANEL 3.6 � / FLOOD FROM SUFFOLK COUNTY DEPT. OF HEALTH AND BE AN REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS 15 I6 IN-LB5. / ZONE A + \\ "T 4.56' AUTHORIZED INSTALLER OF THAT SYSTEM. FIELD WIRING MUST BE A MINIMUM OF 60"G COPPER WIRE WATERTIGHT FLEXIBLE / o� 4.4' \ 4. THE OWTS INSTALI-ER SHALL REGISTER THE ONSITE ITEM DESCRIPTION J015TSEAL X4.0' \ 4.38' ��' ` HA-180053 TANK AN400 NITROGEN REDUCTION FIBERGLASS TANK / 0), \ TREATMENT SYSTEM WITH THE SUFFOLK COUNTY DEPT. OF CONSIDERED A PART OF � �ALTERNATE 5WITGH RA55 HEALTH. THE DESIGN ARGHITEGT SHALL PROVIDE THE ELEGTRIGAL 5GHEMATIG - INFORMATION ONLY PLEASE SEE SUPPLIER FOR A TANK PRE UMP 400 PRECAST GONG. OWTS n ° / M GHOKEBERRY B N STANDARD TANK CONNECTING OUTLET TO MIDWAY INLET ;� \ i UPDATES. TUF-TI-E EFFLUENT FILTER / 4 EA. 5' O.G. \ 1 RECORD DOGUMENT5 A5 REQUIRED BY 5GDHS. C ASSEMBLY, RECIRCULATION 245 DISTRIBUTION ACCORDING TO SUFFOLK _ \ + -i r c B. AN EXECUTED OPERATION AND MAINTENANGE GONTRAGT D AN 400 W/PLATFORM COMPLETE MODEL EF-4 CHAMBER �� / 4.1' \ a v . COUNTY 615 � AREA OF DISTURBANCE � • ., Fs"3 BETWEEN THE MAINTENANGE PROVIDER AND THE E P " TUF-TITS MODEL TB-4 / \ 11,608 SQ.FT PROPERTY' OWNER: SHALL BE PROVIDED TO 5GDHS. 1 EG50-30-L-80 PLG -OPS FRESHWATER -;`� f,/ •_ E T-BAFFLE 4+8' � '�.:>�., t/�,�r•.c PIPE 4" PVC 5DR 35 4" PVC WETLAND I 'r r PROVIDE PULL DI5GONNEGT PRIOR / ¢ 3 DRAINS SEE DETAIL 6. GARBAGE GRINDERS, MACERATORS OR OTHER OBJECT TO PANEL H PIPE 4" PVG 5DR 35 NOTE: THE EFFLUENT SDR 35 BOUNDARY AT 2' .I / s ' _L =" INTENDED TO PUT ITEMS OTHER THAN SANITARY SEPTI G IN I POLE 20 AMP BREAKER I STRAIGHT TE 4" 5DR 35 PIPE ~_ Ito voLr I"DIA SERVICE TO PANEL 30 AMP IF PUMP TANK IS FILTER SHALL BE CONTOUR AS } 2'9 / + � 3' �°O THE SYSTEM 15 PROHIBITED BY 5GDHS. 2#12,#I2 6RD.IN I"CONTROL PANEL � I 8'� X 2' /`r � PROVIDE PERENNIALS 8 REQURED-0EDIGATED 6FI K # INSTA,LLED DIRECTLY - DETERMINED BY I �N Q I � I BULBS AS PER DETAIL �. PROVIDE 2" VENT PIPE FROM THE OWTS TO THE SINGLE CIRCUIT INCOMIN6 ELEC. EFFLUENT FILTER SEE NOTE 2 DER THE AGGESS COVER 5 F41TE NYSDEG ON PO DEEP /�, I LL SERVICE 2 5GHED. 40 PVC, SEE NOTE#8 R_ASE OF IVQ f LEAGHING �) m PROVIDE 4 KOU5A FAMILY DWELLING AND CONNECT TO THE SEWER VENTING HYDROA( 6/18/20 I / f_ HYDROAGTION HYDROA( ACCORDING TO MAINTENANCE OR SOLIDS POOL ( + 4.7' DOGWOODS 6' HT. 1.5" HI BLOW HP 80 DEFLECTOR SYSTEM WITHIN THE HOUSE. PIPE SHALL HAVE A POSITIVE MIX 1'l1MP RECIRC.PUMP P5E6 SPECS.(SEE REPLACEMENT.CONDENSER 200 AMP SLOPE FROM THE OWTS TO THE HOUSE 50 ANY LIQUID HYDRO- ELEG.HOUSE 511E PLAN DEEDED / _� II� GAL. 12 TRUSTEE REVISIONS 11/21 ACTION PANEL EFFLUENT FILTER DETAIL R.O.W. LIBER o W 'IQ AREA OF DISTURBANCE WILL DRAIN TOWARDS TREATMEINT UNIT. CONTROL LEG. / 8. CONTRAGTOR SHALL GONFIRM INVERT (ENTRY) ELEVATION PANEL TE N.T.S. 6994 PC 543 N ( � �I \ (17608± S.F.) TOWN OF SOUTHOLD / I+f3.$) 11 9/21 OF SANITARY LINE AT POINT OF CONNECTION PRIOR TO / 3.3' `^° / �� 2 REMOVE TREES IN THIS AREA AS WETLANDS PERMIT APP. GONSTRUCTION. CONTRAGTOR SHALL NOTIFY ARCHITECT ALTERNATE / .(4.0 REQUIRED FOR INSTALLATION OF SYSTEM DEC REVISIONS ELCG.6ROUNDINGAS 5WITGH / S�3° /� 4, , 10 6/8/21 OF ANY DISCREPANCIES IN THE INVERT ELEVATIONS. REQUIRED BYP5E6. INFILTRATOR WATER TECHNOLOGIES GRA55 It / 36,00„ / - 4 MAY 28 COMMENTS NY ATL GSF - 2 BUNDLES -koo, E 100 FEET FROM FRESHWATER GHOKEBERRY 3.4' � DEC REVISIONS 4FTX21INCH WIDE TRENCH + \ WETLANDS VEGETATION TO BE 9 MARCH 21 LETTER 5/21 TVP. ELECTRIC SINGLE LINE DIAGRAM 8 EA. 5' 0.6. o �4 CLEARED OF DISTURBED !WITHIN THE N.T.5. NOTES: TYPICAL CROSS SECTION DETAIL + no T / u/ I. BURIED ELECTRICAL CONDUIT SHALL BE A MIN. (NOT TO SCALE) 10 FEET NON TURF BUFFER '8 �, / �„" \ �/S / 3.6 AREA OF DISTURBANCE ONLY. AREA 8 DEC REVISIONS 10-2020 OF 24"BELOW 6RADE d • a� O D " �` 1- HEALTH DEPT. SUB. 2. ALL ELEGTRIGAL WORK TO BE PERFORMED IN AS REQUIRED BY TOWN OF z V ,/ -_,.,(6 DISTURBED WITHIN 100 FEET OF THE FRESH AIR VENT VERSION N E HITH NFPA 10 r4 CURRENT 48„ SOUTHOLD TRUSTEES �' fl u 2 �� 4O X40 �7� WETLANDS 5,450 SOFT. 7 RELOCATE HOUSE 2-2020 6LEANOUT TO FLOOR PROVIDED AT BE �� " " z MAPLE 6' HT. \� �� /�\ +' e / ELVER ^\_ i��/ ° /�,u ` 4' STABILIZE SOILS SEED WITH OF BUILDING 6 I2 6 2" GAL. / M�. { o a' m/ J PROVIDE - I, 3 NON FERTILIZER DEPENDENT 6 HEALTH DEPT REV. 11/19 tgo m m RYE-FESCUE MIX BUILDING WALL LOCKABLE PLG CONTROL \I 8'X10' TEMP SHED L \� o >yrN Cl w 'J \ 5 CONSTRUCTION DOCS 9/19 CLEANOUT AT 12 4) ° ry fro + , J LV CONTROL PANEL AIR HP-80 C,OMPRE550R GRADE FOR TOOL STORAGE / ry z 2.6 111 EXCAVATE LOAM � FINE SILTS � SAND PUMP IN POLYETHELENE F INSTALL WATER LINE 4.7' o / e o Z 4 HEALTH DEPT. ENCLOSURE ON PRECAST REMOVE AFTER/ + D1 (5.2 OUT OF TRENCH EXCAVATION IN SHADED SUBMISSION 8/19 4.2 BW� AREA UNTIL GOOD MATERIAL 15 FOUND. LL CONCRETE PAD GONSTRUGTIOt� LEAGHING / (4 ° REPLACE WITH GLEAN SAND AS NOTED 3 OWNER REVIEW 6/19 w WASHED CONCRETE GALLEY5 2' N. O HYD �� ry ` 3 ESTIMATED FILL REQUIRED = 100 6U.YD5. LIGHT WEIGHT SAND I ROA � \ W LU o GEMENT FILL ASTM G-33 15 BAYBERRY 2' HT. DEPTH 4 ) SYS, crr -% % DESIGN \` NATIVE SOIL IN CEDAR MULCH 6" CON 44) 8. MSN \ GANG.RETAININ6"RE 4' 2 REVISIONS 3/19 �O 2'FROM PROPERTY LINE No. Revision/Issue Date °°°° ° %\/�� a o \�\; �- q CURB a; „ aq 48 ` P FLOOD ZONE AE6 ° LY O/k 4' GONG s°�R 8, b prGRS/� �^ 5i - °°" SANITARY EXISTING GRADE �! UJ s /� bo o ,BLOOD ZONE X 8" MIN PLUMBING TRAP IN \\ \\ \/�\ \/// /�\///�� \�� !\\` J /Z WALK I / O - ,S PO \ (q.5)+F4 R ACCORDANCE� WITH //�/� \�%\/%\��\\ / ��\\\��\// 4" PIPE ATL CONDUIT C<` /L / / �O �J '_ tiQ LDING J6, ROSEBERY o' L/ r g SECTION \\i/ i/ p z 4 + ) (4.$) ?ND SM l.6 e D NG - CODE / /; D � �.,/ 4 3 NE •FL. �Ll _'`o-_ AIR HOSE ELEGTRIGAL z f / s_{ / � Roots 6.0' ARCHITECTURAL BUILDING CLEANOUT & 2.0 SUPPLY TO TREATMENT � W (Y U 5 ry po l T/ Lkz oFF EST H �� UNIT PROVIDE 20 AMP cn QD _ �C O z I �6 + � l 5r ick 9O) PORCH OVERED STUDIO FRESH AIR INLET DETAIL HYDROA( CONTROL (IR6UIT GFI BREAKER - NOT TO SCALE PANEL COMPRESSOR AT PANEL (SEE T LJ!J �C l �'� _ �esj +8.3' ` 1029 SIPP AVENUE GROUNDWATER \ Q' U Ro MEDFORD N.Y 11763 NOTE: BUILDING GON.NEGTION TO HAVE A MINIMUM OF PUMP MANUFACTURERS SPECS) ,� � �' 8'�D X 3' � _ � `� l �F p• U (�`M �'- ( 7' o / LEL_ EC z EXISTING GE55POOL 8� ' 2'-0" OF CAST IRON 5EWER LINE EXTENDING THROUGH CONTROL PANEL DETAIL I LE DENT, �' POOL /3.71 ' K o ° TO BE PUMPED AND KEY NOTES: PHONE: (631) 730-1262 THE FOUNDATION. , o lu �� L p AG REMOVED ACCORDING FAX: (631) 730-5476 N.T.S. y�y� �r/-, POOL °N / �` o GONDEN5tf5 TO 5GDH5STANDARDS UTILITY MARRKAOUTOPRORTO TO VIDE FULL E-MAIL: rosebery@optonline.net / 8.2' CONSTRUCTION ON SITE GY�7- ' L �� l " OVERALL HOUSE AREA WEBSITE: ds \ + g, �tb � / 8. /B'_ „ SITE PLAN FROM SURVEY BY WARD RAILROAD TIE RETAINING ' 8.8' _ J/ 3 = 3,567 5Q.FT. BROOKS JANUARY 21,20111 WWW.rose beryarch itect.com NOTE: THE DESIGN ARGHITEGT IS TO OBSERVE WALL UNDER SEPARATE 3.6 + 9.3' RESIDENGE APPLICATION )_ 9 1' +(6.5) -PROP05ED ELEVATION 6RADE5 Project Name and Address THE OWT5 SYSTEM PRIOR TO BAGKFILL AND m \ s \ + +4.5 EXIST. GRADES ZENK RESIDENCE MAINTENANCE GONERS TO 5 4' � „ , FIRST FL. GRADE, PROVIDE AT SYSTEM START UP PIPE INV ,� N 4 � PHOTOGRAPH LOCATIONS MEAN HIGH WATER LIQ O `� - SEE DEC,SITE PLAN NE�)�I RESIDENCE 13.8 LOCKING MECHANISM FC-RADE PIPE INV PROVIDE INFLITRATOR T 1.1' 2 ) \Sr�e\ \ �-� q TO BE LANDWARD OF + WiT!�,��,Q,, BUILDING GLEAN OUT GRADE EL. GRADE EL. 6'O PIPE GAP AT PIPE END5 AS Exls • 5.0'�O \ DFP "�FAILS S GRADE EL. E GRADE EL. THE WESTERN BULKHEAD IyDRT/ pSEE DETAIL GO ga GR 8S REQUIRED GRADE EL. RETURN AND PREFAB HA� // T/ \x +5. fF� \ NOTE: THERE ARE NO SUPPLY WATER • 1.8 SEE PLA�4 GONG. 5TRUGTURE 0 BWJ ` 8' WELLS WITHIN 150 FEET OF THE PROVIDE 2" VENT FROM II TOP OF PIPE EL.6.4 g \ PROPOSED SANITARY SYSTEM L� - BASE OF PIPE EL. 5A PLANT MIX OF 5WIT6 7 5' 280 CEDAR POINT DRIVE HOUSE SANITARY VENT 4" PVC, PIPE -- 4" PVC, PIPE GRASS d BLACK GRA55 + GRAPHIG SCALE TOTAL LENGTH OF INFILTRATOR SYSTEM \ 10 FEET NON TURF BUFFER Zo' o' IO' 20' 4a' SOUTHOLD, NY SYSTEM TO OWTS. BUILDING 2% MIN. SLOPE 6' O.G. IN 5.7 T/BHD 4'WWaL 2% MIN. SLOPE II EACH, A5 REQUIRED BY TOWN OF OUTLET 32 FEET 6 2% SLOPE (36 TRENCH) TOP OF PIPE EL. 5.8 W 6 + O STAGGERED ROWS. AS A T/BHD Y IN* 5g6T#0L0 TR TOWN OF SOUTHOLD EL. b.q- INLET PIPE TO ENTER AT BASE OF PIPE EL 5.3 V 5.2' 04 IO�MOM. EL 6 7 EL. 6.4 RING LEI 5T POINT OF BASE OF TRENCH = 4.8 NON-FERTILIZED DART OF A I BUFFER Z�IVF�O T/8HD LKNFAO \ \ I + TIN FEET) 11 SCTM. N0. 1000-90-2-14.1 INFILTRATOR ATL REMOVE UPPER LAYERS OF UNSUITABLE /V76° , 6' NOTE: COVE MATERIAL RESIDENGE DISTRIBUTION MATERIAL AND EXCAVATE TO GLEAN 12' 5 Project Sheet TO I/A 8' MIN CHAMBER-SEE ADVANGED SAND 4 BAGKFILL WITH MEDIUM TO - GROUNDWATER EXISTING BULKHEAD TO BE 3pII WOOD WALK FOR THE FOOTPATH 15 LIMITED TO NATURAL DETAIL TREATMENT LEAGHING - - 018-45 OWTS TO CESSPOOL COARSE SAND EL. 1.8 NOTE: PROVIDE FIELD RECONSTRUCTED UNDER � WOOD BARK HIPS, STONE, BASE EL. NOTE: BAGKFILL ENDGAP LEVELING SEPARATE APPLICATION 96.35. GRAVEL AND ate DECEMBER 2018 (-5.33' BEL LEACHING FIELD \ 5 f lra MATERIAL TO BE DEVICES FOR TIDAL WETLANDS 2,224 SOFT �I! � ` SP-2 INLET) DISTRIBUTION -"� �� I GOAR5E SAND t - GOMPAGTED SAND 3' THICKNESS CHAMBER (6.2 Y OF OVERALL LOT) 4O MUST BE LEVEL GRAVEL AGGORDING TO 0505 DATA 000 NOV9 n� G� tale O E1 ." 2,r 1 IS NOTED MAX. TOLERANCE OF 4" IN ANY DIRECTION GROUNDWATER IS EL. II (WELL �� , 547152) WELL APPROX. 3 MILES WE5T LITTLE P E CO N I C BAY 4.9' A l HYRDROAG ION AN-400 SERIES OF. I/A ONTSOF SITE T/BHD st,t ,i T awing SITE PLAN * "nIfII - _ I}ar ��_:r�r : r SITE & SANITARY DETAILS & PROFILE SCALE: 1"=30'-O" = Hl'DROAGTION I/A SYSTEM WPROPERTY AREA 35,914 SQ.FT.ITH LEAGHING FIELD DEPARTMENT APPROVAL SANITARY PLAN �- -� - ZONED R-40 RESIDENCE 50' MIN. BUT SUFFICIENT TO KEEP 18'-D,MAX, C.to C. SEDIMENT ON SITE 6ILL V HAY BAIL AND/OR SILT FENCING FOOTIN6 TO BE 6"FROM LL m PROPERTY LINE o LL NOTE:GRADE BEHIND fW WALL TO NOT EXCEED 5% / j a( io W AF x� FOR 10 FEAT � � � f � N. 5•• f 4° i �,/r A - fY x $TEM HORLZONTAL T' A' w a �l O', •'' w a'� ..r. n' toIM` Z O O — REII� RGEh1EN7 AT a v - o x STEM HEIGHT STEM STEM REINF. TOE DOVERALLQ r�. wl TH HEEL HIDTH OVERALL � GENTH2 OF WALLQ N WIDTH d REINF dFOOTINGSEE CHART REINFID TH FO TING DEPTH 0 MaLL rc n #6 ® IS" o.G.HOR1z O in #5 ® 48"O.G.VERT. 5® IS"EW5 � Ib"EW. - i. PERSPECTIVE E VI EW STEMvERn AL 3' ASPHALT DRIV13^AY 4' O" 10 #b® b°o.G.Ho 1z2'- (r .,. . (. - •�= G) • . f•:..`. N O= o" -4GENERAL NOTES #5® 48"O.G.VERT. #5 E^ #5® Ib"E.W.REINFORGEWNTAT25' DEPTH 5EE(HART GRANA AR FILL 2'-0" 10" #b ® I8"O.G.HORIZ 2'-O" 1'-8" - THIS DRAWING, PREPARED FOR THE VERT.NOT REQ D. #5® 18"E #5® 16"E.w, EAI 36" MINIMUM 2 x 2 k SPECIFIC PROJECT INDICATED, IS AN RETAINING HALL NOTES: FENCE POST CONSTRUCTION ENTRANCE- FOUNDATION OF COM ACTED 3/4'STONE BLEND OR N.Y. STATE D.O.T. APPROIA D R.C.A. INSTRUMENT OF SERVICE, AND THE ID' FILL T018"(Min.)ABOVE EXISTING GRADE FOR DRA NAGE. T2 WATERPROYIPE oFIR,-Eal OR I. WALL TO CONFORM WITH APPLICABLE STANDARDS OF NY5 BUILDING GORE AND AGI 318 PROPERTY OF ROSEBERY ARCHITECTURAL O 4'-8" ID EEL WIDTH WATERPROOFING ON TIE i BACKSIDE OF THE 2. 50IL BEARING 15 BASED UPON GRANULAR 501L5 HITH A 50IL BEARING PRESSURE OF 2000 PSF WOVEN WIRE FENCE RETAINS WAliSTUDIO AND JOHN D. ROSEBERY (6x6 - 10/10 WWF) 3. ALL GONGRETE 15 TO BE 4000 P51 GONGRETE A5 A MINIMUM.HORIZONTAL REINFORCEMENT IN Z ARCHITECT PLLC. 9 STEM WALL 15 TO FOLLOW THE UNBALANGED FILL REQUIREMENTS FOR CONCRETE RETAINING WALLS PLAN VIEW TOE REIN-ORCEMIETIT :: :: z FOUND IN THE NY5 BUILDING GODE. FILTER CLOTH ` i o INFRINGEMENT OR ANY USE OF THIS (5EE CHART) .' ''' ' $ 4. NEEP HOLE5 ARE TO BE PROVIDED AT b'-O"O.G.5EE 5ITE PLAN FOR LOGATION5 SI-OP te N PROJECT IS PROHIBITED.ANY ALTERATION, 5.FOR STEM HAIL HEIGHTS ABOVE THE VALUE INDICATED USE THE NEXT HIGHEST WA;LOR REPRODUCTION OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT THE WRITTEN CONFIGURATION(FOR 2' A -6" WALL,USE THE 4 FEET C.ONFIGURATIOW OVERALL FOOTINCI HID EMBED FILTER CLOTH R'4D HEELREWORGEMNT MIN. 6" INTO GROUND R 0 A D EXISTING GRADE CONSENT OF THE ARCHITECT. (5EE CHART) Z CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED �p HAY BAIL AND/OR 3/4'STONE BLEND OR N.Y. STATE D.D.T.APPROVED R.C.A. r'- SILT FENCING FILL T018•(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. NOTE: POURED CONCRETE RETAINING WALL DETAIL MAXIMUM DRAINAGE AREA CONSULTANTS: NOT TO SCALE 1/2 ACRE / 100 LINEAR FEET CROSS SECTION SECTION DETAIL TEMPORARY CONSTRUCTION ENTRANCE SILT FENCE DETAILS SALE:NTS SCALE:NTS NOTE: All sections of permanent and/or final driveway construction located within a Town R.O.W. must meet the minimum requirements of the Town Highway Specifications and is subject to the approval of the Highway Superintenden POCKET BACKFILL ALL PLANTS PLANTED AT FLOW _ L GRADE,NOT ABOVE OR BELOW, EROSION CONTROL MATTING 8"THICK REINFORCED CRIBBAGE ANCHOR TIES HITHOUTMOUNDED 501L �^ LOOSEN AND 5GORE ROOTS r ^ �� 4-0" BACKFILL BEFORE POTTED PLANTS \ CONCRETE TRAFFIC W}r' SAHGUT EDGE PROVIDE DRAIN AT TOP ® �� BEARING SLAB E 1. r , POCKET DRAIN TO BE I'-0"MAX m tJTEL E 2' ASPHALT ROAD -�- P �,• GONGRETE WALK SURFACE ON 4 n*r rCa '� , BELOW TOP OF GARDEN = � Q �` ' r; SLOPE 4" VERTICAL E 24"DIAMETER ' 4'-O' -0 ASPHALT PAVEMENT FACE :c x COMPACTED RCA BLEND. o= li „r 1.j -o0 TYPICAL CAST IRON INLET GRATE UNDISTURBED SOIL I � �; " • \j/ :� .:�• �l g � 4'-O" \ I I / 04 &FRAME BULB PLANTING DEPTH ce a o 00 � $ — C I A. C 00Q N�X i 16HT OF BULB BEDDING DETAIL PRECAST CONCRETE NEERHJ 501L FACE a w ''rf� � r+ 'f::!.• F:� CHIMNEY .T.S. MAX• `b 8� oI I 18 O.G. GRADE OF WALL o 00 I g'-0 00 0 0�'p0 ANGLE FIRST STAKE TOWARD � IIIII ®®®® E45TIN6 5U%OIL q, �� 00 o PREVIOUSLY LAID BALE. `7'300 00 00 00 0l- o0 01-b g0 00� NOTES: �� !��` ❑13®® 18"TRAFFIC BEARING 1. ONLY 40 YEAR ACQ TIES IN SOUND CONDITION, SIZE PROVIDE 12"PVC,PERFORATED FLOW ^� �c �- ®® fv n DRAINAGE PIPE.TYPICAL 6"x6"x8'°. RAIN GARDEN DETAIL FRIG IPE WRAPPED IN FILTER _ y� v, �o. 2. TIES TO BE SECURED WITH 3/8" DIA. X 12" GALVANIZED NpTT05GALE f-^,�✓ � f-�LI o®® 8'DIAMETER x 2' DEEP 12 12 TRUSTEE REVISIONS 11/21 SPIKES AS PER FOLLOWING SCHEDULE: 1 ® EACH END OF L �� _ ` _ 012M PRECAST CONCRETE HORIZONTAL FACE MEMBER. 1 ® EACH END OF HORIZONTAL -��` ^ = s IIIII= 11 TOWN OF SOUTHOLD g/21 CRIBBAGE MEMBER. 1 C� EACH END OF ANCHOR TIES. �� G ®® LEACHING RING. WETLANDS PERMIT APP. 3. SPACE ANCHOR TIES @ 8'-0" O.C. �� — CLEAN SAND& —IIIII DEC REVISIONS 4. BATTER FACE OF WALLS 1" IN 12". MIXED SUN AND SHADE (EAST/WEST-FACING) PLANT SCHEDULE FOR DRY SITES �'�r , �' n - _ = 111 10 6/8/21 GRAVEL FILL. MAY 28 COMMENTS 5. INITIAL E3ASE TIES TO REST IN VIRGIN SOIL. ,,��,�� ^� �. BOUND HAY BALES EKIM ,� o..'° �• 6. BACKFILL MATERIAL COMPACTED TO 95% COMPACTION AND LOCATION TYPE BOTANICAL NAME COMMON NAME 517E SPACING �� — PLACED ON CONTOUR WATER 2'-0" g'-0�• DEC REVISIONS �-- 2-0" CLEAN 9 FREE FROM DEBRIS. A 5HRU3 ARONIA MELANOGARPA BLACK GHOKEBERRY 2-6ALLON �'-r^ � � Min• Diameter Min. SAND& MARCH 21 LETTER 5/21 FULLY CRIBBED TIMBER TIE PANIGUM VIRGATUM 2 RE-BARS: STEEL PICKETS OR GRAVEL g DEC REVISIONS 10-2020 B GRA555HENANDOAH 5WITCH 67RA55 1-67I8" O.G ALLON 2' x 2 STAKES 1.5 to 2' IN GROUND. FILL. HEALTH DEPT. SUB. / RETAINING WALL SHORT TOOTHED MOUNTAINDRIVE STAKES FLUSH WITH TOP OF G PERENNIAL PYGNAMTHEMUM MUTIGUM MINT 1-6ALLON HAY BALES. ical Section @ LeachingPool 7 RELOCATE HOUSE 2-2020 BULB NARG15505 'DUTCH MA5 R' TRUMPET DAFFODIL BULBS GLU5TER 2 AT ANCHORING DETAIL Scale: NTS 6 HEALTH DEPT REV. 11/19 STRAW BALE DIKE DETAILS 5 CONSTRUCTION DOCS 9/19 SCALE:NTS z-z t/4 4 HEALTH DEPT. 8/19 — I SUBMISSION 3 OWNER REVIEW 6/19 ®l �® 2 I I / 18°DIA.PIPE KNOCKOUT DESIGN REVISIONS 3/19 + No. Revision/lssue Date i 11/2" 2' 5" 3/4' 8" AS B 7 \ 7 \ / �� r -- � _ -t I/2" EXPANSION JOINT � _ 3/4' 8" ROSEBERY END VIEW - END WALL - _ ARCHITECTURAL J _ � s•TYP —s'-s 1/z•— I 6 CONCRETE APRON i RDW N STUDIO TOP VIEW _ - - Ju r JLI� _ J� _ J� _ - _ 1029 SIPP AVENUE NOTE: BOTTOM OF ALL LEACHING POOLS ARE r .d �1 TO BE 1.5'MINIMUM ABOVE GROUNDHATER �'.,, _ �'� cn ':•r MEDFORD, N.Y 11763 FRAME54— P "AT GALLEYS 64-DOR APPRVEDINSTALLED ON ORTTZUr,- RAL FILL. PHONE: (631) 730-1262 EQUAL FLUSH HITH GRADE 2411 • A ELEVATION FAX: (631) 730-5476 PROVIDE STORM DRAIN DEFENDER UNIT NOTE: ALL LEACHING POOLS ARE TO BE UNDER CATCH BASIN INSERT FOR DE13RI5 PREGA5T,HITH PRECAST OPENINGS AND SHALL 5ECTION A - A 5EGTION B - B B E-MAIL: rosebe ry@optonline.net 4 NON-POINT 5OURGE POLLUTANTS CONFORM TO VILLAGE OF wE5THAMPTON '1 M WEBSITE: ENVIROMETMODEL EDIMEN D41TH LPILL10 G STANDARDS BELGIAN BLOCK CURB DETAIL (TYPE B) www.roseberyarchitect.com SEDIMENT WITH OIL PILLOW ALLOW 3"MIN.FOR ADJUSTMENT z'_e- 10"DIA.PIPE KNOCKOUT NOTE5: Project Name and Address a"REINFORCED TRAH-20FFIC EL.(5EE SITE P (EAGH SIDE)PROVIDE I. CONCRETE TO BE I I/2:3 MIX 3" SLUMP WITH AGGREGATE PASSING 3/4" SIEVE BEARING SLAB TO CARRY NTNG b' KNOCKOUT RECESSED CONCRETE 2. TYPICAL BELGIAN BLOCK TO BE 5 x 8 x [I WITH GOMPRE551VE 5TREN6TH OF ZENK RESIDENCE LOAD WITH AN OFFSET OPENING 6"MIN. < �, �� u �cAVER z'-s° k FOR BUILDING DRAINAGE 6,/4- �-COVER . 3. DROPCURB AN _ _ 000 SI LAYOUT - SEE 5TANDARD 5PEG. NEW RESIDENCE _1__ —_ — �- —18"DIA.HOLE 4. MORTAR MIX TO BE 1:2 ALL JOINT5 5. TO BE GON5TRUGTED WHEN ROAD NI ®® I H BACKFILL KITH OVER-SIZE GRADE EXCEEDS 6% � L STONE MATERIAL 1'-0" ALL ttl ® a ®\ ® ® ® AROUND BA51N FOR FULL T_ El ® ® ® E3 I FTH,SEE 51TE PLAN. 280 CEDAR POINT DRIVE, N WRAP CATCH BASIN IN s1 r ® ® ® ®� I EL.3.9 M N. FILTER FABRIC,FOR / SOUTHOLD, NY BANK RUN DIMENT CONTROLS —/ - STRUCTURAL FILL 12Y„ ~ I 2� TOWN OF SOUTHOLD ! BELOWGkAMBER ,TYP, „2 - ' 90-2-14.1UNDWATER EL, 15 END VIEW - INTERMEDIATE WALL SCTM. N0. 1000 �D AGH N OUP, Sheet � SIDE VIEW E,TYP. 20Project ct LEACHING GALLEY DATA NOTES 18-45 I. GONGRETE 4,000 P51 a 2&DAYS INTERNAL QUANTITY OF DRAIN WALL INTERNAL VOLUME APPROX.DRAIN OPENINC75 WEIGHT 2.REBAR TO BE ASTM A-615 GRADE 60 Date HAH HGT. UNIT5ON 51TE AREA(SF) GF GAL. TOTAL 51ZE ANGLE (Lbi 3. HELDED WIRE FABRIG A5TM A-05 ECEMBER 2018 1'-0”(A) 8 17.0 32 239 12 3/4"X 6R" 14 DEG. 4,150 4.DESIGNED FOAA5HTO H5-20 LOADING a - ---- a I'6"(B) 8 255 48 35cl 20 3/4"X b" 14 DEG. 4,730 5.TOP SLAB AND WALL ARE MONOLITHIC (t[, `( !� 2'-0"(G) 8 34.0 64 47G20 3/4"X b" 14 DEG. 5,325 ��-}�r--L'-•'-� tale SP3 I ; NOTE: SEE 517E PLAN FOR DRAINAGE 4 LOCATION DEPTH AS NOTED"I' 'I I +� 110 V 2(71 Drawing LEACHING GALLEY/DRAINAGE DETAIL- N.T.S. o{ ii1 ": .,` DETAILS o��r; irl ',1 - r r Andrea Court Property Holdings,LLC X280 Cedar Point Drive E.,Southold SCTM#: 1000-90-2-14.1 �l _ r + — 11/9/21 r e .r r -.• � - -' - � -�..*fhb,;,, -i � 3 y ' - mO S �•� J `i _ .__falS.•.i: Y .'.�y'i r •• _ e�Cc.! .s- \ { �s .gym•__ _ �, _ ~~ 1J��ne.Y" .� rash...• i. � a+' Y /' _ M^y?'! r -�"�y 'i`.�.E � '¢. �� ✓. � •� ,_�.r;,^ ... .-' — .- .." _ all, _ .w ✓' '- �.� . .�{� i/+"�' -iKY t� �C. ��Y'1_J� � ate. V rha I .� - ��k ' - .•r. �� - - � {-♦- - 4.. a•:w t ,t.. _ mit - f,- i y�i.} y S Life m < r y s�48\y'ar. �9•'--t � R t Andrea Court Property Holdings,LLC 280 Cedar Point Drive E.,Southold SCTM#: 1000-90-2-14.1 x .10/13/21 a.,. 4 MITI��o�� 4 F- Glenn Goldsn President � X Town Hall Annex A.Nicholas Krupski, Vice President 54375 Route 25 John M. Bredemeyer III P.O.Box 1179 Michael J. Domino Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOL Date/Time: Completed in field by: John D. Rosebery, Architect on behalf of ANDREA COURT PROPERTY HOLDINGS, LLC, c/o JOHN ZENK requests a Wetland Permit to demolish existing one-story dwelling; construct new two- story (60'x45' irregular shape) dwelling with a 20'x54' deck to rear with a 10'x30', 4' depth swimming pool within; proposed dwelling is a total of a 3,567sq.ft. footprint with four (4) bedrooms; and to abandon existing sanitary system and install a new IA/OWTS sanitary system. Located: 280 Cedar Point Drive E., Southold. SCTM# 1000-90.-2-14.1 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 W 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: R" I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J. Bredemeyer M. Domino G. Goldsmith ✓ N. Krupski ✓ G. Williams Other TEST BORIN6BY N Zenk Property IMCD 18 ts, Legend = MCDONALDLD OM`SOLIth rL 6E05GIENGE 6.90' I O DARK BROHN LOAM(OU t + .O v S EL. 7.39' �/ /� " r._, 6 s.9o' r' SROwNSILT Q 7.39' ��j fij� _ ! w r0 (MU 6 ' "4 v, r �\ C) cmc LOT AREA - 35,914 SQ.FT. w. 4 3 y EL. X-1 \\ F� �� r 3.9' 3' SAND(SM)TY N �- TO c7" ' \ \ 6 38�0 1` , EL 4' v , \ ' 29 4' PALE BROWN TO FINE SAND \ \ sem 0 0 ` TER \ PIPE FD \ .7 HATER �� O� E +� ` �,d y { I• ENCOUNTERED 1b PALE BIROWN \ 00. O / ®1'-6" TO SINE SAND GENERAL NOTES A11111 <<O y '"` EL O.l 2O' (SP) / 7 1' \\ �`� 1� ► THIS DRAWING, PREPARED FOR THE 5 \ ^ / /\ 5. l CONSTRUCTION ENTRANCE-FOUNDATION EL. SPECIFIC PROJECT INDICATED, IS AN \ \ / NY STATE DDT.APPROVED RG.A OR Y a SITE INSTRUMENT OF SERVICE, AND THE / .! -13.10' + 31' mow` ��. °" WATER ENCOUNTERED 5.2 + oc c` TO 18 (MInJ ABOVE EXISTING GRADE FOR �� f .. 1.6'BELOH SURFACE PROPERTY OF ROSEBERY ARCHITECTURAL STUDIO AND JOHN D. ROSEBERY 4 ` \\ 6.1S4� TEST BORING ARCHITECT PLLC. AREA TO \ \ \ 9 4.86 "' + '� �'i 1 NOTE:A660RDIN6 TO 5,-OHS / + \ AREA TO REMAIN MONITORIN6 WELL 15431,THE INFRINGEMENT OR ANY USE OF THIS REMAIN NATURAL _3' \ - KEY M A P � UNDISTURBED \ � \ 4.7B' NATURAL 8 -r----_ �, '' `` '*''� e • - '' I - HIGHEST WATER TABLE EL.15 PROJECT IS PROHIBITED. ANY ALTERATION, r -•. J `� � CONSIDERED AT 1.3 DESIGN 6Rg1ND , / / \ UNDISTURBED WATER 15 CONSIDERED I8 f OR REPRODUCTION OF THIS DOCUMENT IS E WRITTEN 3.6+ / / FLOOD \ �^i�c <`. CONSENT OOFBTHE DARICHIITECTH / tir 4.56' c , ZONE A 4.0' ^°� v 4.38' + 4.4' \ LOT COVERAGE CALCULATIONS: / \ / 0 \ IMPERVIOUS AREA: AREA % OF LOT COVERAGE CONSIDERED A PART OF rn ALTERNATE SWITGH GZRASS °u / `'' CHOKEBERRY •• • BUILDING ROOF S DECK AREA: 3,18b 50.FT, 10.54 % CONSULTANTS: MIDWAY INLET =� \ EXISTING DRIVEWAY: 2,340 SQ.FT. b.51 % ACCORDING TO SUFFOLK 4 EA, 5' 0.6, \ PROPOSED PAVED AREA (PATIO AND WALK): 2,12b SQ.FT. 5.91 96 COUNTY GIS � � / �` + 4.1' AREA OF DISTURBANCE \�l 17,b08 SQ.FT. AERIAL PHOTO FROM SOUTH TOTAL LOT COVERAGE: 5,252 SQ.FT. 22.9� FRESHWATER WETLAND 44 BOUNDARY AT 2' ' 29+ + ` 3 DRAINS, SEE DETAIL CONTOUR AS '� X � 3 IZ° I 1 PROVIDE PERENNIALS 8 DETERMINED BY Q J BULBS AS PER DETAIL NYSDEG ON O D + DEEP W w14 6/18/20 P N J1LEA61- / Al Q J� PROVIDE 4 KOUSA POOL f+ $ + 4.7' DOGWOODS b' HT. 1.5" GAL. DEEDED o N 'J AREA OF DISTURBANCE R.O.W. LIBER do S.F.) bGG4 PG 543 o`v / 143x)° ; / 3.3' `�° / 2 REMOVE TREES IN THIS AREA A5 ALTERNATE REQUIRED FOR INSTALLATION OF SYSTEM SWITGH / S 73° 44.0 � q. -- � � CRASS 4 �/ 26 36��0"F l \ 4 100 FEET FROM FRESHWATER CHOKEBERRY �� 3.4' i + WETLANDS VEGETATION TO BE 8 EA. 5' O.G. o / �J/ \ /4 3'6 CLEARED OF DISTURBED WITHIN THE 1�1 to 10 FEET NON TURF BUFFER ,0 / �„N �(S�_ AREA OF DISTURBANGE ONLY. AREA - AS REQUIRED BY TOWN OF d =1a � D/ -�6 I" DISTURBED WITHIN 100 FEET OF THE En SOUTHOLD TRUSTEES 9? Q 40 X40 (jJ\) WETLANDS 5,450 SQ.FT. '' - `�� NiEL 4 SILVER ^�=` i��j oe� / 0 a, , 4' � STABILIZE SOILS SEED WITH MAPLE b' HT. , � �+ / m"' � � � V,4-�� ix % NON FERTILIZER DEPENDENT 2" GAL. �4 Vm RYE-FESCUE MIX LL 8'X10' TEMP SHED 8'- o o FOR TOOL STORAGE i 4) (�° ry� �N, + 2.6W EXCAVATE LOAM FINE SILTS SAND ,•,�. - INSTALL WATER LINE, 4.7' o t: / �� ° Z OUT OF TRENCH EXCAVATION IN SHADED m REMOVE AFTER/ + (4 01 ( ) � ` �� O �- U 3-NORTH SIDE OF EXISTING RESIDENCE, 7-EXISTING RESIDENCE FROM SOUTHWEST o 4.2 BN N Q % / AREA UNTIL GOOD MATERIAL IS FOUND. 1-TIDAL POND TO THE NORTHWET OF THE PROPERTY, CALLED LOOKING SOUTHWEST GONSTRUGTIO Ni LEACHING / �' AN-90 10 (L U-) REPLACE WITH GLEAN SAND AS NOTED "MIDWAY INLET" FROM SUFFOLK GIS GALLEYS 2 " t''H'rDROAGTI z LL \ 3 ESTIMATED FILL REQUIRED = 100 GU.YDS. 15 BAYBERRY 2 HT. DEPTH 4 ) 5Y5, ro IN CEDAR MULCH 4.4) a y,N \ GONG.RETAINING HALL - 4' A // b G ON `6 �8 ' = 3 2'FROM PROPERTY LINE 12 TRUSTEE REVISIONS 11/21 FLOOD ZONE AECJ -, j 4' GONG s = 60 8" g a,s�TCRS% �_ � FLOOD ZONE X �" 11 TOWN OF SOUTHOLD 9/21 Q� 0) WALK / o R p �o y� - (q 5), �� ` WETLANDS PERMIT APP. • 1 DEC REVISIONS LLJU Ffi Q Y / ,_ , G.O.DING I r `. w 0 6/8/21 Q� Q /4 + o s / UNE 5>nr F�. ) � Cl� 3' _6 MAY 28 COMMENTS �� .. . NCF _ / - 9 DEC REVISIONS 5/21 m� (� � I � (4.5J 2NDS��gy ��D,ppON�i + .O� V C� ��N ' MARCH 21 LETTER p0 7-)Oo I 2) of EST PROPOSED TOVERED t,=, + Sr D�Gk 4D) --�PORCH " �' 8 DEC REVISIONS 10-2020 � '� PR _ has + .,y� :� ,r'"`� HEALTH DEPT. SUB. "`�' � 8 DEEP 7 / fi3o;D3ck r / EXISTING CESSPOOL 8� & { 7 RELOCATE HOUSE 2-2020 rTO BE PUMPED AND LE HINC � poo o ° `" KEY NOTES: DOL `e 0 AG REMOVED ACCORDING NOTE: CONTRAGTOR TO PROVIDE FULL r. 6 HEALTH DEPT REV. 11/19 / V. / o o GONDENSE�S TO SGDHS STANDARDS UTILITY MARKOUT PRIOR TO 8.2' CONSTRUCTION ON SITE Y rL,� [✓ L �� ,�� / OVERALL HOUSE AREA SITE PLAN FROM SURVEY BY WARD co 5 CONSTRUCTION DOCS 9/19 ND + ,(b8.8' �`` J 8' l8 3" = 5,561 SQ.FT. BROOKS JANUARY 21,2019 RAILROAD TIE RETAINING � \ � _ 2-EXISTING RESIDENCE, APPROACHING FROM DRIVEWAY FROM 8-LOCATION OF PROPOSED SEPTIC SYSTEM. THE TREES THAT HEALTH DEPT. 3'6 r; a \ +9.3 +(6.5) -PROPOSED ELEVATION GRADES THE EAST. 4-EXISTING BULKHEAD FACING SOUTH ARE FLAGGED REPRESENT THE TREES EXPECTED TO BE 4 SUBMISSION 8/19 WALL UNDER SEPARATE APPLICATION \�5 � 9 1 ` REMOVED WHEN THE SYSTEM IS INSTALLED. \ / f +a.5 EXIST. GRADES 5.4' r. v �• 4 PHOTOGRAPH LOCATIONS 3 OWNER REVIEW 6/19 SEE DEC,51TE PLAN MEAN HIGH WATER Lbl 1 1' \ \ \ - - DESIGN TO BE LANDWARD OF + 2 5.0'�OW\ ETZfi�\ 2 3/19 THE WESTERN BULKHEAD �oNSG T/ Mi END�N �Rry SED NOTE: THERE ARE NO SUPPLY WATER REVISIONS RETURN AND PREFAB WALL (50 T WELLS WITHIN 150 FEET OF THE 1' I GONG. STRUCTURE (I,o Biu \ g2 8 PROPOSED SANITARY SYSTEM �j� No. Revision/Issue Date PLANT MIX OF SWITC " \ ° 7 + CCRAPHIG SCALE 3 10 FEET NON TURF BUFFER o s ROSEBERY s; CRASS BLACK CRASS _ 20' o' 10' 20' 40' •. II EACH, b' O.G. IN 5J � T/BHD 4' rc,�K � o AS REQUIRED BY TOWN OF STAGGERED ROWS. AS A T/BHD W4Y 6 Sq�T8IOLD TRUSTEES ��z\ 5.2' �U� � � `� ('" FEET) ARCHITECTURAL PART OFA 10 FOOT O/V T/BHD NON-FERTILIZED BUFFER /0 NOTE: COVER MATERIAL STUDIO 923 „W WOOD WALK FOR THE FOOTPATH IS ` , r � � 1029 SIPP AVENUE EXISTING BULKHEAD TO BE LIMITED TO NATURAL } MEDFORD, N.Y 11763 REGONSTRUGTED UNDER WOOD BARK CHIPS, STONE, 1 SEPARATE APPLICATION 96.35, \ GRAVEL AND SAND PHONE: (631) 730-1262 TIDAL WETLANDS 2,224 SQ.FT - 11--40 .w (6.2 % OF OVERALL LOT) 9 .r t ` ' .., > �, FAX (631) 730 5476 00� E-MAIL. rosebery@optonline.net oiy� WEBSITE: � LITTLE PECONIC BAY 4.9 F� www.roseberyarchitect.com 5-EXISTING RESIDENCE FROM WEST 9-ROUGH LOCATION OF THE SOUTHEAST CORNER OF THE T BHD RESIDENCE. Project Name and Address ZENK RESIDENCE SITE PLAN `' NEW RESIDENCE SCALE: 1"=30'-0" PROPERTY AREA = 35,914 SQ.FT. ZONED R-40 RESIDENCE 280 CEDAR POINT DRIVE, SOUTHOLD, NY r TOWN OF SOUTHOLD EIME I ON 3 SLOPE SCTM. NO. 1000-90-2-14.1 13 8 < Project Sheet i 2018-45 LU n 5 b 7' cx „ _ _ ¢ l' 8.56 5 4 DECEMBER 2018 k DateSP- 1 tL� x: m FLOOD ZONE FLOOD ZONE PRECAST TRENCH Q � FLOOD ZONE � � 4' WALKWAY , - -' 'S�a1 X AEb DIST. �' ' AEb I+�° `' I� �4 �'� A; NOTED CHAMBER O 6-BULKHEAD RETURN AT SOUTHWEST SIDE OF PROPERTY ED 10-FROM AREA OF THE RESIDENCE LOOKING WEST. FLAGGED z TREES INDICATE TREES TO BE REMOVED FOR SANITARY AND } LU DRAINAGE PURPOSES. THE EXISTING DRIVEWAY IS TO THE LEFT. I 4> NOV 9 2021 �,.�.,"� EAST ELEVATION / SITE SECTION ITE PLAN E SGP�LE: I = 20'-0" r r`off zit �IYSDEC INFO o�ad e r u 'c ck� WWW.CALL811.COM PUMP COMPRESSER POWER CIRCUIT TEST BORING N DRAINAGE CALCULATIONS: 12-13-IS BY "DIG SAFELY" REQUIREMENTS IN NEW YORK STATE a G I' CB1 M1 .`_ ;-- GE05-'AL° ex BlK ( g,x t_ �� `� IMPERVIOUS AREA: EL 6EDSGtENGE -- EXCAVATORS, CONTRACTORS AND HOMEOWNERS CALL 811 BEFORE L1 SP SPRAY , I PUMP 116• BUILDING ROOF AREA 3,-186 SQ.FT. 6.90'-To- DARK BROWN I`. > N "" ""� N ----------' PROVIDE WATERTIGHT I' LOAM(00 r LO MOTOR ,PUMP RATINGS: 067.0000 PROVIDE SAFETY GRATES INSIDE EXISTING DRIVEWAY 2,340 SQ.FT. DIGGING 3/4HP C� 115V FLEXIBLE JOIST SEAL AT mso.0000 ALL TREATMENT UNIT GONERS TO EL. CB2 CSR 6 LOOPS II c --=i=' PROPOSED PAVED AREA (PATIO AND WALK) 2,126 5Q.FT. 5.90' I BROWN SILT�.- - 15.0 F.L.A. INLET 3 OUTLET PIPES 46 1/2 GRADE ro w THE NEW YORK STATE PUBLIC 5ERVIGE COMMISSION(GOMMI5510N) WANT5 TO REMIND a Bu< B1K M2 B� TOTAL IMPERVIOUS AREA 8,252 SQ.FT. 3 In EXGAVATOR5,CONTRACTORS AND HOMEOWNERS THAT STATE LAW REQUIRES THEM TO GALL ONE RP ----------/ RECIRC PUMP RATINGS: s /z X 2" RAINFALL VOLUME 0.167 PUMP ; 3/4HP 0 115V OF THE STATE'S TOLL-FREE ONE-GALL CENTERS BEFORE STARTING ANY EXCAVATION OR DIGGING I ww �* ° EL PROJECT. N ___-------� MOTOR; 15.0 F.L.A. TOTAL VOLUME REQUIRED 1,378 CU.FT. 3.q' 3. BROWN slLrr C83 1 --=T- DRAINAGE SPECIFICATIONS d DESIGN: TO SAND(sM) NEW YORK STATE ESTABLISHED THE ONE NOTIFICATION SYSTEM AS A FAST,EASY AND M3 = COMPREHENSIVE WAY TO ENSURE UNDERGROUND FACILITIES ARE PROPERLY MARKED BEFORE A B BOK B- n MIXER PUMP RATINGS: INLET ` OUTLET I DRYWELL 8'DIA. X 2' DEPTH IN DRIVEWAY = 90 GU.FT. 2'9 4' PALE BROWN �• DIGGING OR EXCAVATION PROJECT BEGINS. THE KEYS TO PREVENTING DAMAGE TO UNDERGROUND PUMP 3/4HP 0 115V FA6ILITIE5 ARE THE TWO "ONE-GALL NOTIFICATION SYSTEMS"THAT SERVE AS COMMUNICATION rrN N ----------- MOTOR 15.0 F.L.A. ,21J ` ` ' PROVIDE 15 LEACHING GALLEYS 2 FT. DEPTH A5 SHOWN ON PLANS ib' � �SAND LINKS BETWEEN GONTRA6TOR5/EXGAVATOR5 AND LOCAL UTILITIES/MUNICIPALITIES. CB4 ' - 15 X 64 GU.FT. PER CHAMBER = q60 GU.FT. -----I- G - ° WATER WATER IN �`--L ABOUT THE REQUIREMENTS: 6� ___ COMP. RATINGS: 0203 ° RAIN GARDEN 897 SQ.FT.X 0.5 (6" DEPTH) = 448 CU.FT. �NTERED To' PALE BROWN GENERAL NOTES C1 COMP + 4 ° TOTAL DRAINAGE CAPACITY = 1498 GU.FT. EL-O.l 20' SINE SAND UNDER THE COMM15510N'5 "GALL BEFORE YOU DIG" REGULATIONS,ADOPTED TO PROTECT THEWIN1/4HP @ 115V ° ° ° (SP) PUBLIC'S SAFETY AND GENERAL WELFARE, THE FOLLOWING PROCEDURES ARE REQUIRED: N --------- MOTOR ; 5.4 F.L.A. ' 51 1/2 064.0000 THIS DRAWING, PREPARED FOR THE ADVANCE NOTIFICATION REQUIREMENT n NOTE: MOTORS ° EL. SPECIFIC PROJECT INDICATED, IS AN �W MUST HAVE INTERNAL ° °70.6000 PLG CONTROL PANEL -13.10' cn WATER ENCOUNTERED SITE INSTRUMENT OF SERVICE, AND THE AT LEAST 2 TO 10 WORKING DAYS PRIOR TO ANY MECHANIZED WORK(DOES NOT INCLUDE THE OVERLOAD PROTECTION. W/ HP 80 COMPRESSOR TV BELOW SURFACE PROPERTY OF ROSEBERY ARCHITECTURAL DATE OF THE GALL) NOTICE MUST BE PROVIDED TO THE ONE-GALL NOTIFICATION SYSTEM,WHICH Bw LR1-Q1 B@ M1 „"T E CONSTRUCTION FENCE: C0.l'1 WILL TRANSMIT THE PROJECT INFORMATION TO INVOLVED MEMBERS 50 THAT THEY CAN MARK THE CONSTRUCTION FENCE BE 6-FEET HIGH CHAIN LINK FENCE AROUND STUDIO AND JOHN D. ROSEBERY Bw 01-Q2 pNK w+r CONSTRUCTION SITE FOR THE PERIMETER OF THE AREA OF CONSTRUCTION AND TEST BORING ARCHITECT PLLC. LOCATION OF ANY FAGILITIE5 AT THE EXCAVATION SITE. M2 HOW 15 NOTIFICATION MADE? AW A SHALL NOT ENCLOSE MORE THAN I ACRE WITHIN. PROVIDE A SECURED FRONT NOTE:A66ORDIN6 TO 5( RECIRC RUNNING MONITORIN6 WELL 15431,THE INFRINGEMENT OR ANY USE OF THIS FOR EXCAVATION ON LONG ISLAND AND THE FIVE BOROUGHS OF NEW YORK CITY,NEW YORK 811 B" LR1-Q3 ,.n M,T YARD ENTRY GATE BY PROPOSED BUILDING, AND PROVIDE STABILIZED HISHE5T WATER TABLE EL.15 KEY MAP MUST BE GALLED AT 1-bOO-212-4480. FOR EXCAVATION ELSEWHERE IN NEW YORK STATE,DIG M3 PROVIDE SAFETY GRATES IN51DE A66E55 DRIVE, AS APPROVED BY BUILDING INSPECTOR. FRONT, SIDE AND WATER IS ECONSIDERED 1,O AT 13 8 GROUND PROJECT IS PROHIBITED. ANY ALTERATION, SAFELY NEW YORK MUST BE GALLED AT I-800-qb2-'Igb2. NOTIFICATION FOR EXGAVATION WORK G ALL TREATMENT UNIT 6OVER5 REAR YARD OF PROPERTY SHALL BE SECURED AT ALL TIMES FOR THE OR REPRODUCTION OF THIS DOCUMENT IS ANYWHERE IN THE STATE CAN BE MADE BY DIALING SII. WHETHER DIALING THE 1-800 NUMBER OR MIXER RUNNING ALSO PROHIBITED WITHOUT THE WRITTEN DURATION OF CONSTRUCTION. 811,THERE 15 NO CHARGE FOR THE GALL. LR 1-Q4 ew 16 IN INLET FLOW E CONSENT OF THE ARCHITECT. LINE OUTLET WHAT DOES EXCAVATION INCLUDE? RM 16 PLC INPUT (� EXCAVATION 15 DEFINED IN STATE LAW AS "...MOVEMENT OR REMOVAL OF EARTH,ROCK OR OTHER aw AS-1 mw E I L C K Q 7.39'+ MATERIALS IN OR ON THE GROUND BY USE OF MECHANIZED EQUIPMENT OR BY BLASTING,AND Bw Bro RUN AUD. , -j 7.39` C1, INCLUDES, BUT IS NOT LIMITED TO AUGURING;BAGKFILLING;DRILLING;GRADING;PLOWING IN;PULLING 5 t;�`t 6 ALARM EF LUENT �" c LOT AREA = 35,914 SQ.FT. �0� C IN;TRENGHING AND TUNNELING. TOOLS MANIPULATED ONLY BY HUMAN OR ANIMAL POWER AND THE hIWA MUTE I oac • BRN 72 1/4 A FIL ER D x, F \ \�O �� `� CONSULTANTS: TILLING OF SOIL FOR AGRICULTURAL PURPOSES SHALL NOT BE DEEMED EXCAVATION. LO ATI ON 1V \ 6\38' WHAT 15 THE EXCAVATOR REQUIRED TO DO IF THERE ARE MARKED UNDERGROUND FAGILITIE5 AT Bw TEST $ ALARM fi4 62J \ \ \ \1, THE WORK SITE? 01 LIGHT \ A \V 6.31' n BEFORE USING POWERED EQUIPMENT NEAR MARKED UNDERGROUND FAGILITIE5,EXCAVATORS ARE "r° B RED ""T Q \ S \ O/ Q VO REQUIRED TO VERIFY THE LOCATION,DEPTH,AND DIRECTION OF RUN OF THE FACILITY BY MEANS \ 'V6'° OF TEST HOLES DUG BY HAND. AFTER VERIFICATION,A CLEARANCE OF AT LEAST 4 INCHES MUST S \ PIPE FO BE MAINTAINED BETWEEN POWERED EQUIPMENT AND THE UNDERGROUND FACILITY. ENABLE ra ` 6, \ 1901, Q O y PLC INPUT \ N / \ a , rn OVERRIDEYftVH I I 5\ + ' ^ / �/ 5 GON5TRUGTION ENTRANCE-FOUNDATION Bw 3 1.'1)_ti 4 CSR 12 PLC INPUT 111 ••40 1/2 ^^'111 60 / •31' OF COMPACTED 3/4"STONE BLEND OR ao wN flNK COMPACTED SAND AT BASE 3" THICKNESS LEVEL MAX. TOLERANCE \ 5.2 \ / �/ N.Y.STATE D.O.T.APPROVED R.G.A.FILL H'1'DRO,�GTION SYSTEM GENERAL NOTES: m I4 PLC INPUT \ OF 4" IN ANY DIRECTION \ / 7' + �o TO Ib"(Min)ABOVE EX15TING GRADE FOR Bw TIME DOSE DEMAND ND 17 PLC INPUT HYDROACTION AN-400 SERIES 41 � \� 6 //`- , \\ S�INAGE. I. HYDROAGTION AN 400 SYSTEM DESIGNED FOR 3-4 AREA TO \ \ \ 4.86' \ BEDROOM RESIDENCE SPRAY T"" 18 PLC INPUT OV TS SYSTEM DETAIL REMAIN NATURAL / 3' + \ AREA TO REMAIN 2. THE DESIGN ARGHITEGT SHALL OBSERVE THE OWTS PRIOR 4 UNDISTURBED \ NATURAL 4 NOTES: FLOAT 5WITGH TO BE RATED 2 AMP AT 120 V. MIN. FOR 3-4 BEDROOM RESIDENCES / / , \\ 4.76' UNDISTURBED TO BACKFILL AND DURING SYSTEM STARTUP w1 B1 w1 MAIN PANEL D15CONNEGT MUST BE PROVIDED BY INSTALLER. \ �� + 3. THE OWTS INSTALLER SHALL HOLD AN ENDORSEMENT J 4.8' \ FROM SUFFOLK COUNTY DEPT. OF HEALTH AND BE AN DASHED LINES INDICATE ITEMS NOT CONTAINED IN THE PANEL 3.6- FROM FLOOD \ � "'Ftir 4.56' AUTHORIZED INSTALLER OF THAT SYSTEM. REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS 15 16 IN-LBS. / ZONE A + FIELD WIRING MUST BE A MINIMUM OF 60"C COPPER WIRE WATERTIGHT FLEXIBLE 4.4' \\ 4. THE OWTS INSTALLER SHALL REGISTER THE ONSITE ITEM DESCRIPTION / °� " ,c ;; �. JOIST SEAL 4.0' ^ \ 4.38' �f- {f" . TREATMENT SYSTEM W 1 TH THE SUFFOLK COUNTY DEPT. OFREDUCTION ` `n HA-180053 TANK AN400 NITROGEN FIBERGLASS TANK / o�' \ CONSIDERED A PART OF rn ALTERNATE 5WITGH RA5S HEALTH. THE DESIGN ARGHITEGT SHALL PROVIDE THE ELEGTRIGAL SCHEMATIC - INFORMATION ONLY PLEASE SEE SUPPLIER FOR A TANK PRE MP 400 PRECAST GONG. OWTS o oZ o UPDATES. e 5N STANDARD TANK CONNECTING IT OUTLET TO "MIDWAY INLET" / M CHOKEBERRY �` RECORD DOCUMENT S AS REQUIRED BY SGDHS. TUF-TITS EFFLUENT FILTER / \ • �C}� C A55EMBLY, RECIRCULATION 245 DISTRIBUTION ACCORDING TO SUFFOLK / 4 EA. 5 O.G. MODEL EF-4 3 + S. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT D AN 400 W/PLATFORM COMPLETE CHAMBER 1u 41 \ ,, BETWEEN THE MAINTENANCE PROVIDER AND THE E PIP " PVG 5DR COUNTY GIS / AREA OF DISTURBANCE , * � / PROPERTY OWNER SHALL BE PROVIDED TO SGDHS. F EG50-30-L-80 PLG -OP5 TUF-TITS MODEL TB-4 FRESHWATER \ 17608 SQ.FT. T-BAFFLE 4 8' PROVIDE PULL DISGONNEGT PRJOR PIPE 4 PVG SDR 35 4" PVG WETLAND Q 3 DRAINS, SEE DETAIL ''= 6. GARBAGE GRINDERS, MACERATORS OR OTHER OBJECT TO PANEL H PIPE 4" PVG 5DR 35 NOTE: THE EFFLUENT SDR 35 BOUNDARY AT 2 + / INTENDED TO PUT ITEMS OTHER THAN SANITARY SEPTI G IN I POLE 20 AMP BREAKER 1 2.9 / + I 120 VOLT I"DIA SERVICE TO PANEL 30 AMP IF PUMP TANK 15 STRAIGHT TEE 4' SDR 35 FILTER SHALL BE PIPE CONTOUR A5 I .3' e THE SYSTEM IS PROHIBITED BY SGDHS. 2#12,#12 GRD.IN I"CONTROL PANEL REGURED-DEDICATED 6FI U INSTALLED DIRECTLY DETERMINED BY 1 8'� X 21 / IZ + 1 PROVIDE PERENNIALS 4 7. PROVIDE 2" VENT PIPE FROM THE OWTS TO THE SINGLE GIRGuIr INCOMING ELEC. K EFFLUENT FILTER SEE NOTE #2 UNDER THE AGGE55 COVER TUF-TITE NYSDEG ON DEEP /� 1 F BULBS A5 PER DETAIL SERVICE 2" 5GHED. 40 PVG SEE NOTE#8 FOR EASE OF 50-4 POND LEACHING f FAMILY DWELLING AND CONNECT TO THE SEWER VENTING HYDROAGTION HYDROAGTION HYDROA( SOLIDS 6/18/20 ' / 1 LL PROVIDE 4 KOUSA HI BLOW HP-80 ACCORDING TO MAINTENANCE OR POOL ( � + 4.7' DOGWOODS 6' HT. 1.5" SYSTEM WITHIN THE HOUSE. PIPE SHALL HAVE A POSITIVE MIX PUMP REGIRG.PUMP 200 AMP PSEGSPEG5.(5EE REPLACEMENT. DEFLECTOR E CONDENSER HYDRO- 517E PLAN P1 Z GAL. 12 TRUSTEE REVISIONS 11/21 SLOPE FROM THE OWTS TO THE HOUSE SO ANY LIQUID ACTION PANEL EFFLUENT FILTER DETAIL DEEDED o WILL DRAIN TOWARDS TREATMENT UNIT. CONTROL LEG. R.O.W. LIBER / l� AREA OF DISTURBANCE 8. GONTRAGTOR SHALL GONFIRM INVERT (ENTRY) ELEVATION PANEL METE N.T.S. 6664 PG 543 °N / +r3si \ (17,608± S.F.) 11 TOWN OF SOUTHOLD 9/21 OF SANITARY LINE AT POINT OF GONNEGTION PRIOR TO ALTERNATE / 3.3' CID / 2 1 I 491 REMOVE TREES IN THIS AREA AS WETLANDS PERMIT APP. CONSTRUCTION. CONTRACTOR SHALL NOTIFY ARGHITEGT ELEG.6ROUNDIN6A5 5WITGH SS 73-36,00 *(4o REQUIRED FOR INSTALLATION OF SYSTEM DEC REVISIONS OF ANY DISGREPANGIES IN THE INVERT ELEVATIONS. REQUIRED BY PI INFILTRATOR WATER TECHNOLOGIES / , /� � 4. � 4, 10 MAY 28 COMMENTS 6/8/21 NY ATL GSF - 2 BUNDLES GRASS �/ 26. , E l 100 FEET FROM FRESHWATER TVP. ELECTRIC SINGLE LINE DIAGRAM 4FTX211NCH WIDE TRENCH GHOKEBERRY � 00 3.4' �, � DEC REVISIONS + ",_(4 WETLANDS VEGETATION TO BE N.T.S. 8 EA. 5 O.G. � / MARCH 21 LETTER 5/21 NOTES: TYPICAL CROSS SECTION DETAIL +, co / �� U CLEARED OF DISTURBED WITHIN THE I. BURIED ELECTRICAL CONDUIT SHALL BE A MIN. NOT TO SCALE •8 ' 3 6 DEC REVISIONS 10 FEET NON TURF BUFFER / OF 24" BELOW GRADE q'j ,�� ,N •� � t5�_ / W AREA OF DISTURBANCE ONLY. AREA 8 10-2020 2. ALL ELECTRICAL WORK TO BE PERFORMED IN AS REQUIRED BY TOWN OF ,1a� D/ DISTURBED WITHIN 100 FEET OF THE HEALTH DEPT. SUB. FRESH AIR VENT ACCORDANCE WITH NFPA 10 b CURRENT 9 4• � (6) CLEANOUT TO BE VERSION OF NEG. 48" ly SOUTHOLD TRUSTEES j 00 �U Q �� O l �4o T '(7�� WETLANDS 5,450 5Q.FT. 7 RELOCATE HOUSE 2-2020 SILVER ^\: /� o U e a FLOOR PROVIDED AT FACE > z o��Q l� +' -� STABILIZE SOILS SEED WITI! OF BUILDING 6 12 6 O - MAPLE 6 HT. /,o �� / PROVIDE v 2" GAL. / iii y o �� 4 NON FERTILIZER DEPENDENT -/ 3 6 HEALTH DEPT REV. 11/19 BUILDING WALL LOCKABLE o _ � �� " � lqo� � RYE-FESCUE MIX NTROL GRADE TAT CONTROL PANEL d AIR HP-50 COMPRESSOR 121 8'X10' TEMP SHED 4) \ ? W GRADE FOR TOOL STORAGE / ry z N � 2.6'LL/ PUMP IN POLYETHELENE ° �ry + J � CONSTRUCTION DOCS 9/19 w F INSTALL WATER LINE, o v4�, / e o _ A � ENCLOSURE ON PRECAST 4 7� � EXCAVATE LOAM $ FINE SILTS � SAND HEALTH DEPT. E CONCRETE PAD REMOVE AFTER/ + 01 (8.2 ) ` o m U W OUT OF TRENCH EXCAVATION IN SHADED 4 SUBMISSION 8/19 - GONSTRUGTIO� LEACHING I (4 ° 4.2 Bl^U ry o / Q AREA UNTIL GOOD MATERIAL 15 FOUND. LIGHT WEIGHT NA5HN SANDED GONGRETE GALLEYS 2' " 0 4H�ROAGT w\ 31 REPLACE WITH GLEAN SAND AS NOTED 3 OWNER REVIEW 6/19 _ ESTIMATED FILL REQUIRED = 100 GU.YDS. w ° GEMENT FILL ` 15 BAYBERRY 2 HT. SYS, I z Z �t Ill.o '\` ATM G-33 DEPTH 4. ) MiN GONG.RETAINING WALL ' 2DESIGN 3/19 _ IN CEDAR MULCH 44) REVISIONS ` Z'FROM PROPERTY LINE FLOOD ZONE /4E6 _ � - ° �p 1�'� NATIVE SOIL / 6 CON �• 4 °°° ° �� ° t� O k CURB ° ;sq �' € _ ' �` \\\� v I DER Q PREG q °°° °° / /\�/� ' "=��`% / 4' GONG - a D, sr �- - - No. Revision/Issue Date SANITARY EXISTING GRADE j�//� / ►- `� ��t ,11�-��1 _Q J L,V s eo• sr. _ �-- 5 FLOOD ZONE X 8" MIN PLUMBING TRAP IN \\ \// / /�\ \� /�\�/\\%\\\� H �� /Z WALK / O - R P�\�Ar� (9.5)+} ��L"�>SER / AC(ORDANGE WITH /��,,,\/,\,,\ /;�,\,,\/,, Q „ o I F� s o�y� `� �-� 4` C BUILDt ROSEBERY SECTION NYS PLUMBING \\\\� 4 PIPE ATL CONDUIT c UJ NG CODE \ p (� l 4 /4 AL fG. $ e�Ll/V _ q _ AIR HOSE ELEGTRIGAL z s / ° G .0' ARCHITECTURAL BUILDING CLEANOUT & 2'-0" SUPPLY TO TREATMENT C) I ' (4.5) 14) " '" _ UNIT PROVIDE E AMP OU N. TICO I / ? °F EST PROPOSED IOVERED STUDIO FRESH AIR INLET DETAIL HYDROA( CONTROL CIRCUIT GFI BREAKER m = ,� ! 1��3 °�� _PORCH NOT TO SCALE PANEL � COMPRESSOR AT PANEL (5EE T !V -C 1029 SIPP AVENUE PUMP MANUFAGTURER5 5PE65) GROUNDWATER U / 8'(P X 3' 2 _ , pR�p D `� MEDFORD, N.Y 11763 NOTE: BUILDING GONNEGTION TO HAVE A MINIMUM OF Z � �� ( DEEP 7 �/ C E�'- .7' K / EXISTING CESSPOOL 8 2'-0" OF GAST IRON SEWER LINE EXTENDING THROUGH tv TO BE PUMPED AND PHONE: (631) 730-1262 CONTROL PANEL DETAIL j LE HIND � P o ° "' KEY NOTES: THE FOUNDATION. N.T.S. �OOL o '0 �°J °O� o AG REMOVED ACCORDING FAX: (631) 730-5476 ��/`'/ o ° GONDEN5Ef5 TO 5GOH5 STANDARDS UTILITYCMARKOUT PRIOR TNTRACTOR TO O VIDE FULL E-MAIL: rosebery@optonline.net � �� \ co � ( / 8.2' CONSTRUCTION ON SITE 4 �� l OVERALL HOUSE AREA WEBSITE: \ } „b / 8. ' /8! " SITE PLAN FROM SURVEY BY WARD RAILROAD TIE RETAINING s �'L 8 8 _ / 3 = 3,56-I SQ.FT. BROOKS JANUARY 21,tow www.roseberyarchitect.com NOTE: THE DESIGN ARGHITEGT IS TO OBSERVE WALL UNDER SEPARATE 3.6' ti� 9.3' +(65) -PROP05ED ELEVATION GRADES Project Name and Address RESIDENCE MAINTENANCE GOVER5 TO THE OWTS SYSTEM PRIOR TO BACKFILL AND APPLICATION . _�� 9+1' 5.4' t\ m 5 f +4.5 EXIST. GRADES ZENK RESIDENCE FIRST FL. GRADE, PROVIDE AT SYSTEM START UP PIPE INV �' PHOTOGRAPH LOCATIONS T �� \ \ '^�� -� q SEE DEC 51TE PLAN NEW RESIDENCE 13.8 LOCKING MECHANISM FC-R PIPE INV MEAN HIGH WATER Ll PROVIDE INFLITRATOR TO BE LANDWARD OF 1.1 + .2 ) `� wrraB��IZF BUILDING GLEAN OUT GRADE EL. GRADE EL. GRADE EL. 6'O �s DE E GRADE EL. PIPE GAP AT PIPE ENDS A5 Exls , 5.0'�O �P F�� s SEE DETAIL q.0 8.5 GRADE EL. THE WESTERN BULKHEAD ('� T/ \X END SRz.�ZF ED NOTE: THERE ARE NO SUPPLY WATER RETURN AND PREFAB WALL + 5. FE 8.8 8.8 REQUIRED GONG 4 7.8 SEE PLAN GONG. 5TRUGTURE (O WELLS WITHIN 150 FEET OF THE PROVIDE 2" VENT FROM TOP OF PIPE EL.6.4 p.0 B� ` � g PROPOSED SANITARY SYSTEM HOUSE SANITARY VENT 4" PVC PIPE 4" PVC, PIPE BASE OF PIPE EL. 5A PLANT MIX OF SWITC \ ° 7.5 280 CEDAR POINT DRIVE, SYSTEM TO OWTS. BUILDINGF TOTAL LENGTH OF INFILTRATOR SYSTEM GRASS � BLACK GRA55 � 10 FEET NON TURF BUFFER GRAPHIG 5GALE 29'6 MIN. SLOPE 2% MIN. SLOPE � 5.7' ` T BHD 4' � 20' o' 10, 20' 4O, SOUTHOLD, NY OUTLET 32 FEET® 2% SLOPE (36 TRENCH) TOP OF PIPE EL. 5.8 II EACH, 6 O.G. IN / Wq�kW 6 o AS REQUIRED BY TOWN OF I If Jill 11 11T LD TRUSTEES TOWN OF SOUTHOLD EL. 6.qt INLET PIPE TO ENTER AT BASE OF PIPE EL 5.3 STAGGERED ROWS. A5 A T/BHD V 5 2 4Y6 10' MIN. EL. 6.7 INLET HIGHEST POINT of PART OF A 10 FOOT O KHE + IN FEET FROM EL. 6.4 RING BASE OF TRENCH = 4.8 NON-FERTILIZED BUFFER ��/� T/BHD AD � \ I" = 30' 0" RESIDENCE DISTRIBUTION INFILTRATOR ATL REMOVE UPPER LAYERS OF UNSUITABLE /Q 1 SCTM. NO. 1000-90-2-14.1 TO EN CHAMBER-SEE N ADVANCED MATERIAL AND EXCAVATE TO GLEAN N76°�2,30N \ , 6 NOTE: GOVE MATERIAL 8' MIN. SAND 4 BACKFILL WITH MEDIUM TO GROUNDWATER V►/ 5 FOR THE FOOTPATH 15 Project sheet OWTS DETAIL TREATMENT LEAGHING COARSE SAND - - - EXISTING BULKHEAD TO BE WOOD WALK LIMITED TON TURAL 2018-45 TO CESSPOOL EL- 1.8 WOOD BARK HIPS, STONE, EASE EL. NOTE: PROVIDE FIELD REGONSTRUGTED UNDER � _ (-5.33' BEL NOTE: BACKFILL EN06APLEVELING LEACHING FIELD SEPARATE APPLICATION 9635, \ -' �t' 4! '�1a..s ate INLET) MATERIAL TO BE DEVIICIBUTION GRAVEL AND SAND Jy [� �� TIDAL WETLANDS 2224 SQ.FT u +E ECEMBER 2018 SP-2 GOPAGTED SAND 3" THICKNESS COARSE SAND - - �� I I` � - __ ..___ ' CHAMBER (6.2 % OF OVERALL LOT) e t care MUST BE LEVEL GRAVEL AGGORDING TO USGS DATA �0� 1INOV1 MAX. TOLERANCE OF IN ANY DIRECTION GROUNDWATER 15 EL. II (WELL 00� `' N�` 9 201 t ,,: ' AS NOTED PROP. I/A OWTS OF 557E WELL APPROX. 3 MILES WEST LITTLE PECONIC BAY 4.9' �'��6 .�.- Hl'DROAGTI ON AN-400 SERIES SITE PLAN T�B H D Drawing SANITARY DETAILS & PROFILE SCALE: 1'T=30`-0° E & PROPERTY AREA = 35,914 SQ.FT. DEPARTMENT APPROVAL SANITARY PLAN HYDROAGTION I/A SYSTEM WITH LEACHING FIELD ZONED R-40 RESIDENCE 50' MIN. BUT SUMCIENT TO KEEP 78'-0"MAX, C,to C. SEDIMENT ON SITE 6RANJLAR BALKFILL U HAY BAIL AND/OR FOOTIN6 TO BE 6"FROM m SILT FENCING U. PROPERTY LINE LL NOTE:6RADE BEHIND f - w WALL TO NOT EX6H_1d 5& / j rr a( w J io ::. FOR b FEET �'. '� "'- ',; •:`:;;`: _ : _ �! ak " N- s aF N � f N F - � STEM VO `,^,: HOR NfAL k� Tw Q .y; I >.Lt� W RE NF ORGEMENT AT rn � o Z 0 •a. 5 c� TEM HEI T GFI S TEM - :':i'": :�',t'^ STEM F � a G OF REIN TOE OE ID WALL WIDTH HE I ':�•Y' - EL W DTH O � ,.» `i'r:i�\ VERALL O VERALL v'q'> •u. (SEE CHART WIDTH Q REINF. d REINF. F O _ >;y•• ) O TING WIDTH FOOTING DEPTH Q :, �;:.c:':: �Y O rc #6 2'-0"® Ib" O.G.HORI y:t in a' 7' b" 1'-4" w � #5 ® 48"O.G.VERT. 5 ® 18"E.l^l #5� I6"E.W. CN PERSPECTIVE f` ~'4 ¢' "`' t- _ z 4 V �<- STEMI EW VERTICAL ASPHALT DRIVB^U�Y I O.G. R o" 4'-O" HORIZ _ o ui z - 10" 6'-4" I' -4" GENERAL RAL NOTES OTE RE NFORGEMENT A S T 25' # 5® VERT.Q #5® 18"E.1^1 #5® I6"E.t^I. DEPTH SEE(HART 6RANAAR FILL #b ® 18" G - - - O HORIZ 2' 0" 10" VERT.NOT REQ'D. 4--e," P-4-- @N..., . , ..,. . -,.. . RETAINING WALL NOTE5: 36" MINIMUM 2 x 2 THIS DRAWING, PREPARED FOR THE CONSTRUCTION ENTRANCE—FOUNDATION OF COM ACTED SPECIFIC PROJECT INDICATED, IS AN 3/4- STONE BLEND OR N.Y. STATE D.O.T. APPRO D R.C.A. INSTRUMENT OF SERVICE, AND THE 10' FENCE POST PROVIDE THOR05EAL OR I. WALL TO GONFORM WITH APPLICABLE STANDARDS OF NY5 BUILDING GODE AND AGI 31e, FILL TOW(Min.)ABOVE EXISTING GRADE FOR DRA NAGE. TE 2'-0 WATERPROOFIN5 ON THE O 4'-b" ID HEEL WIDTH BAGK51DE of T EPROPERTY OF ROSEBERY ARCHITECTURAL z 2 I RETAINING WALL 2. SOIL BEARING 15 BA5ED UPON&RANULAR 5011-5 WITH A SOIL BEARIN6 PRESSURE OF 2000 P5F WOVEN WIRE FENCE 3. ALL CONCRETE 15 TO BE 4000 P51 CONCRETE A5 A MINIMUM,HORIZONTAL REINFORCEMENT IN (6 x 6 - 10110 WWF) STUDIO AND JOHN D. ROSEBERY PLAN VIEW z STEM WALL 15 TO FOLLOW THE UNBALANCED FILL REQUIREMENTS FOR CONCRETE RETAINING WALLS ARCHITECT PLLC. � TOE REIIFORGEMENT FOUND IN THEM 5 BUILDING CODE. FILTER CLOTH (SEE CHART) '' •�•.•': +, ::i ".. ' $ 4, WEEP HOLES ARE TO BE PROVIDED AT 6-0" O.G.SEE SITE PLAN FOR LOCATIONS N INFRINGEMENT OR ANY USE OF THIS , 5-FOR STEM HA"HEIGHTS ABOVE THE VALUE INDICATED USE THE NEXT HIGHEST WAJ-L/FOOTIN6 S/- PROJECT IS PROHIBITED. ANY ALTERATION OR REPRODUCTION OF THIS DOCUMENT IS CONFIGURATION(FOR A 2'-6" WALL,USE THE 4 FEET CONFIGURATIOW OVERALL FOOTING WIDT ALSO PROHIBITED WITHOUT THE WRITTEN EMBED FILTER CLOTH GR'44 EXISTING GRADE CONSENT OF THE ARCHITECT. HEEL REINFORGEMENr MIN. 6" INTO GROUND Z R O A D (5EE CHART) 4" I CONSTRUCTION ENTRANCE— FOUNDATION OF COMPACTED HAY BAIL AND/OR 3/4'STONE BLEND OR N.Y.STATE D,O.T.APPROVED R.C.A. SILT FENCING FILL TOW(Min.)ABOVE EXISTING GRADE FOR DRAINAGE. NOTE: POURED CONCRETE RETAINING WALL DETAIL MAXIMUM DRAINAGE AREA CROSS SECTION CONSULTANTS: NOT TO SCALE 112 ACRE / 100 LINEAR FEET SECTION DETAIL TEMPORARY CONSTRUCTION ENTRANCE SILT FENCE DETAILS SCALE:NTS SCALE:NTS NOTE: All sections of permanent and/or final driveway construction located within a Town R.O.W. must meet the minimum requirements of the Town Highway Specifications and is subject to the approval of the Highway Superintenden POCKET BACKFILL ALL PLANTS PLANTED AT FLOW GRADE,NOT ABOVE OR BELOW, EROSION CONTROL MATTING �� i CRIBBAGE ANCHOR TIES WITHOUT MOUNDED 501E >�^ � 8"THICK REINFORCED L005EN AND SCORE ROOTS 4-0" BACKFILL OF ALL POTTED PLANTS �\ / CONCRETE TRAFFIC o BEFORE PLANTING POCKET 5AWGUT EDGE PROVIDE DRAIN AT TOP L BEARING SLAB DRAIN TO BE I'-O'MAX m E 2 ASPHALT ROAD �� Pr z ASPHALT PAVEMENT CONCRETE WALK ' SURFACE ON 4" 1 ur� 4'-0' BELOW TOP OF 6ARDEN E 4'-0" SLOPE 4 VERTICAL 24"DIAMETER 0. I{ .. FACE _E x COMPACTED RCA BLEND. = , "�� CAST IRON INLET GRATE UNDISTURBED SOIL � , .' � - ' � /`'`- 1 � � TYPICAL 4'-0" IIS\\/\\/�� I I °<. \\\\ <I1 N : 8�FRAME BULB PLANTING DEPTH N \� �\ 15 2X HEIGHT OF BULB BEDDING DETAIL PRECAST CONCRETE P " MAX FACE ��oo o�' — I o� oo��' ENGINEERED 501L ^ . a' N.T.S. `s�< <r:.`, >f x+' •:_ ;: .., GRADE 8_0 OF WALL o 00 0$ o i i 18 O.G.0 ANGLE FIRST STAKE TOWARD �^� ®®®®®r CHIMNEY w-_'-- EXI571N6 SUBSOIL Op o 00 0 q� o "QTS' o 00 � 00 Cp PREVIOUSLY LAID BALE. `�C ^ =�� ®120®® NOTES: oo 0C 0 00 al- 0 b go ooc� �� _ ® ®® 1313®® 18"TRAFFIC BEARING 1. ONLY 40 YEAR ACQ TIES IN SOUND CONDITION, SIZE PROVIDE 12"PVC PERFORATED FLOW ^ �� b _ 6"x6"x8 RAIN GARDEN DETAIL DRAIN PIPE WRAPPED IN FILTER �� -r^ /�� n DRAINAGE PIPE.TYPICAL �� y� ,,� , FABRIC v f� G � ®®® 12 TRUSTEE REVISIONS 11/21 2. TIES TO BE SECURED WITH 3/8" DIA. X 12" GALVANIZED 8'DIAMETER x 2'DEEP SPIKES AS PER FOLLOWING SCHEDULE: 1 ® EACH END OF NOT roscALe HORIZONTAL FACE MEMBER. 1 @ EACH END OF HORIZONTAL ®®® PRECAST CONCRETE CRIBBAGE MEMBER. 1 @ EACH END OF ANCHOR TIES. ^L �^ � _ ®® .9 TOWN OF SOUTHOLD 3. SPACE ANCHOR TIES @ 8'-0" O.C. ^� ®® G�� JL4 LEACHING RING. 11 WETLANDS PERMIT APP. 9/21 4. BATTER FACE OF WALLS 1" IN 12". MIXED SUN AND SHADE (EAST/WEST-FACING) PLANT SCHEDULE FOR DRY SITES �,� ^ —' - CLEAN SAND& ' g . LLIJJ=11111 DEC REVISIONS L ^ n E — GRAVEL FILL. 10 MAY 28 COMMENTS 6/8/21 5. INITIAL BASE TIES TO REST IN VIRGIN SOIL. �.� ^� BOUND HAY BALES - � •� .„'> t:` 6. BACKFILL MATERIAL COMPACTED TO 95% COMPACTION AND LOCATION TYPE BOTANICAL NAME COMMON NAME 5IZE 5PAGINC PLACED ON CONTOUR8'-0„ 2,-0„ 9 DEC REVISIONS FREE FROM DEBRIS. �–�� WATER 2'-0" CLEAN MARCH 21 LETTER 5/21 NOGARP BLACK GHOKEBERRY 2-6LLON �'��^ ` FULLY CRIBBED TIMBER TIE A SHRUB ARONIA MELAAMin. Diameter Min. SAND&2 RE-BARS: STEEL PICKETS OR B (5RA55 PANIGUM VIRCATUM 5WITCH CRA55 I-GALLON 1SHENANDOAH' 8 O.G 2"x 2"STAKES 1.5'to 2' IN GROUND. FILL.GRAVEL 8 DEC REVISIONS HEALTH DEPT. SUB. 10-2020 RETAINING WALL G PERENNIAL PYGNAMTHEMUM MUTIGUM SHORT TOOTHED MOUNTAI I-GALLON HAY BALES.DRIVE ES FLUSH WITH TOP OF Typical Section @ Leaching Pool 7 RELOCATE HOUSE 2-2020 BULB NARGI55U5 'DUTCH MA5 R' TRUMPET DAFFODIL BULBS GLU5TER 2 AT ANCHORING DETAIL Scale: NTS 6 HEALTH DEPT REV. 11/19 STRAW BALE DIKE DETAILS SCALE:NTS 5 CONSTRUCTION DOCS 9/19 HEALTH Z-2 1/4-� 4 SUBMISSIONT 8/19 3 OWNER REVIEW 6/19 16"DIA,PIPE KNOCKOUT 2 DESIGN 3/19 + ® �J/® REVISIONS iNo. Revision/Issue Date 11/211 2' 511 31418" A B ROSEBERY -•1 I/2" EXPANSION JOINT I I/2 2' S" \ 3/4' 8, ROSEBERY -� END VIEW - END WALL - = 51 TYPJ — —9'-9 1/2'— — _ — 6" CONCRETE APRON; • .--,:•. - FLOW E ARCHITECTURAL �-- — — - STUDIO _ JIL JL I 1 TOP VIEW NOTE: BOTTOM OF ALL LEACHING POOLS ARE - - - �L _ �L _ �L _ _ 1029 SIPP AVENUE j ,, t- TO BE 1,5'MINIMUM ABOVE GROUNDWATER ,a �'.t _ �'� t,) •'.T- : MEDFORD, N.Y 11763 FRAME t GRATE-FLOGKHART NOTE: LEAGHIN6 GALLEY5 SHALL BE NO.654-D OR APPROVED INSTALLED ON GRAVEL S STRUCTURAL FILL. EQUAL FLUSH WITH GRADE 24" PHONE: (631) 730-1262 PROVIDE STORM DRAIN DEFENDER UNIT NOTE: ALL LEAGHINIS FOOLS ARE TO BE 24- A ELEVATION FAX: (631) 730-5476 UNDER CATCH BASIN INSERT FOR DEBRIS PRECAST,WITH PRECAST OPENINGS AND SHALL 5E6TION A - A B It NON-POINT 50URGE POLLUTANTS CONFORM TO VILLAGE OF WESTHAMPTON 5EGTION B - B E-MAIL: rosebery@optonline.net ENVIROMET MODEL D -WPIL 10 BEACH STANDARDS SEDIMENT WITHITH OIL PILLOW BELGIAN BLOCK CURB DETAIL TYPE B WEBSITE: ALLOW 3"MIN.FOR ADJUSTMENT 2'_S- 10"DIA.PIPE KNOCKOUT www.roseberyarchitect.com a"REINFORCED TRAFFIC EL.(5�SITE PNOTE5: Project Name and Address BEARING SLAB TO CARRY H-20 (�AGH SIDE) PROVIDE I. CONCRETE TO BEI 1/2:3 MIX 3" SLUMP WITH AGGREGATE PASSING 3/4" SIEVE LOAD Wins AN OFFSET OPENING 6"MIN. 6' KNOCKOUT RECESSED CONCRETE or covER z'-s• FOR BUILDING DRAINAGE 61/4. f COVER 2. TYPICAL BELGIAN BLOCK TO BE 5" x 8" x 11" WITH GOMPRE551VE STRENGTH OF ZENK RESIDENCE 211 -' ITE AN 4,000 P51 MINIMUM. `x _ _ _ — — b'. — — — 3. DROP CURB LAYOUT - 5EE 5TANDARD 5PEG. NE v`I RESIDENCE r — % — — , — �- —Ib" DIA.HOLE 4. MORTAR MIX TO BE 1:2 ALL JOINT5 5. TO BE GON5TRUGTED WHEN ROAD `1,2 �� ®® 1 ®® I BACKFILL WITH OVER-SIZE 6RADE EXCEEDS 6% 4-10 L ® ® m STONE MATERIAL 1'-0"ALL l ® E3 ® AROUND BASIN FOR FULL � W � PTH,SEE SITE PLAN. ® ® 280 CEDAR POINT DRIVE, sl L ® ® B I 4 WRAP CATCH BASIN IN ml r ® I -EL. 3. MN. F� FABRIC CTRo S, SOUTHOLD, NY BANK RUN STRUCTURAL FILL 124 ~ TOWN OF SOUTHOLD BELOW CHAMBER V-31 /2� -, — 2'-s• +--i — '=yp Z56R.o'"DWATEREL• IS END VIEW - INTERMEDIATE WALL SCTM. NO. 1000-90-2-14.1 SIDE VIEW LEAM�CUP,NG HOLP. � ,lYP. Project Sheet LEACHING GALLEY DATA NOTES: 2018-45 I. CONCRETE 4,000 PSI ® 2a DA-r`5 Date INTERNAL QUANTITY OF DRAIN WALL INTERNAL VOLUME APPROX.DRAIN OPENINGS WEIGHT 2.REBAR TO BE A57M A-615 GRADE 60 WALL H&T. UNITS ON 51TE AREA(517) GF 6AL. TOTAL 5IZE ANGLE (Lbi 3.WELDED WIRE FABRIC, A57M A-las 1'-0"(A) a I7-0 32 23q 12 3/4"X 6" 14 DEG. 4,150 4.DE51ONED FOR AA5HTO HS-20 LOADING il r�� r_ ECEMBER 2018 (B) 255 4b P-3 5.TOP SLAB AND WALL ARE MONOLITHIC I (� (r (�M7 p a 35q 20 3/4"X b" 14 DEG. 4;x30 L lVj `f 2 T 34.0 64 47q20 3/4"X b" 14 DEC. 5325 Scale f--------.-_.-__ I NOTE: SEE 51TE PLAN FOR DRAINAGE LOCATION s DEPTH ` " i t AS NOTED Nov 1 9fl.`. - aW. LEACHING GALLEY/DRAINAGE DETAIL I _ ` N.T.S. ____ o>rTrr :o4 �E' __.. I S ITE DETAILS Glenn Goldsj President _iv' z Town Hall Annex A.Nicholas Krupski,Vice President � � = 54375 Route 25 John M. Bredemeyer III ` P.O.Box 1179 Michael J. Domino ;0 9 Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTOL Date/Time: Completed in field by: John D. Rosebery, Architect on behalf of ANDREA COURT PROPERTY HOLDINGS, LLC, c/o JOHN ZENK requests a Wetland Permit to demolish existing one-story dwelling; construct new two- story (60'x45' irregular shape) dwelling with a 20'x54' deck to rear with a 10'x30', 4' depth swimming pool within; proposed dwelling is a total of a 3,567sq.ft. footprint with four (4) bedrooms; and to abandon existing sanitary system and install a new IA/OWTS sanitary system. Located: 280 Cedar Point Drive E., Southold. SCTM# 1000-90.-2-14.1 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 comp teness/comments/stan and /4-, CL I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: J. BredemeyerM. Domino e--G. Goldsmith N. Krupski �3. G. Williams Other Glenn Golc h, President � =AV- Town Hall Annex A.Nicholas Ktupski,Vice President J, 54375 Route 25 John M. Bredemeyer III P.O.Box 1179 tNl Michael J. Domino Southold,NY 11971 Greg Williams ,,1 Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: Jj:j/l I P-/-7 Completed in field by: V John D. Rosebery, Architect on behalf of ANDREA COURT PROPERTY HOLDINGS, LLC, c/o JOHN ZENK requests a Wetland Permit to demolish existing one-story dwelling; construct new two- story (60'x45' irregular shape) dwelling with a 20'x54' deck to rear with a 10'x30', 4' depth swimming pool within; proposed dwelling is a total of a 3,567sq.ft. footprint with four (4) bedrooms; and to abandon existing sanitary system and install a new IA/OWTS sanitary system. Located: 280 Cedar Point Drive E., Southold. SCTM# 1000-90.-2-14.1 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: e v%o .` C- 6 I have read & acknowledged the foregoing Trustees comments: Agent/Owner: x Present were: Z J. Bredemeyer M. Domino G. Goldsmith N. Krupski �G, Williams Other .%Fo 6� )'too,)zo cF Fk�o IVFk �> \ 6 \ 760 R p 0 0 \ P�90o,'PIPE si qV 0 + - + \ doo P00DI �— PE 152 LOT 3i o +ate F ON� i N/F a Z p 1 ROBERT E.WHITE 0 A• (m ® EcEo ��- P/O I cr) UP LOT I AUGc 2' W 2 3 E 9j 152 \ I +per G 1 6 2021 -�/ P BHD Southold Town 0 0 4! 180ard of Trustees CN 2,0 �I 0 TIBHD I J I —S73°300"E Z o' I 2 .00' +13 J +3i N I 0 z 00, z P/O `L3 / z / 1 8T +i N * UP DEEDED R.O.W. 3% /, +3% / 26 L.6994 P.543 I 1 i Pio I. �o \ \ — — I — ' SNE PE6®p ZoNE7� Lor 109 FN-oopFL00 I LOT p% I ♦ I�- 110 I j ♦ _ 108 �0 - P/O - I LOT toe ONE �\P��Z !CONC.— FH 4,8, f I STOOP FLOOD MAPS t I I MT ; -1 TOWN OF SOUTHOLD 4g. I y, rR +�% 6 360813 FFL EL= 1 / +a% 36103C0167H W a 1 STY 12 45, e' FR RES R/0 OUTDOOR EFF.9/25/2009 'I o I z T N 53' m I SHOWER 1) I i� 3LI1'�+ X52 0'80 PEAK X2.97 CHIM c WOOD �9. � - `°DECK WOOD 91 1 O+% 9' ,�\ 8_8. 20.3' STEPS -y- ,02 \ I ani \ (3.5' 9 /I c -y- %o \ I + \�'` \ P \0,1'E I 62'W .6' \ HWM `�S TNU \ OIUC �8' 6.90' WALL\ 0.1'W ♦ \ raj \\ 1'DARK BROWN LOAM OL TNV �S- + \ 3.7'E BHD ER �% BROWN SILT ML 5_6' 5.4' 1-1 + a L. + \ \ \ 52�Q + _ 4, BROWN SILTY SAND SM + \ \ 9 � D 27.9'N U.2 +`�% AE'6 a%' \ � O PALE BROWN FINE SAND SP + WOOD 7.6' 0.8' WOOD\� BULKHEAD WALK 3.1'E V + 18.2'N WATER IN PALE BROWN 1b. T/BHD T/BH BHD FINE SAND SP AREA=0.82 AC 1.6'E 35,914 SQ.FT. n 01 N N76°12'30"V/\ 96.35 SCALE 1"=40' T\ SCTM:1000-90-2-14.001 14.4'S SURVEYED-MAY 20,2018 REVISED:JAN.15,2019LITTLE PECONIC BAY 20' REVISED:JAN.21,2019 ' ©COPYRIGHT2019 WARD BROOKS.ALL RIGHTS RESERVED.DUPLICATION OF THIS DOCUMENT ISA VIOLATION OF FEDERAL COPYRIGHT LAW. WATER ENCOUNTERED 7.6'BELOW SURFACE -0.7' THIS SURVEY HAS BEEN PREPARED'IN ACCORDANCE WITH THE CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. TEST HOLE CERTIFICATION SHALL RUN ONLY TO THE PERSON,THEIR INTEREST AND/OR ASSIGNS. CERTIFICATIONS ARE NOT TRANSFERABLE. DUG BY MCDONALD GEOSCIENCE THE EXISTENCE OF RIGHTS OF WAY,AND/OR EASEMENTS OF RECORD,IF ANY NOT SHOWN ARE NOT GUARANTEED. _ ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209.2 OF THE NEW YORK STATE EDUCATION LAW 12/13/16 DO NOT SCALE FENCES.OFFSETS SUPERCEDE.ELEVATIONS REFER TO NAVD'88INDICATED THUS 0 0' NO SOLAR,NO DORMERS LAND SURVEY LONG ISLAND.COM PARTOFLOTNO's108, 109&152 WARD BROOKS LAND SURVEYOR ON MAP;"SUBDIVISION MAP OF CEDAR BEACH PARK" SOUTHOLD,TOWN OF SOUTHOLD, 11 OCEAN AVENUE SUFFOLK COUNTY,NEW YORK FILED DEC.20, 1927 MAP NO.90 BLUE POINT, NY. 11715 CERTIFIED TO: (631) 576-7794 (631) 363-3179 ANDREA COURT PROPERTY HOLDINGS LLC WARDBR®OKSO@GiVIAIL.COIVI FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC 11 x 17 FILE # 10537 _ TEST BORING N Zenk Property x Le end L 12-DONALY _ 9 MGDONALD _:.1r:7�' �Bak:)i •' iol" From South 6EO5GIENCE EL. s m 6.90' i 0 LARK 13ROKN OAM(0) I + /O � EL. 7.39 C/� a ' ,a. ' 5.90' T WN SILT 7.39' .o-- f� C �c LOT AREA = 35,914 SQ.FT. E�, 4 r # f c' Ly �C� M� Al EL. +n' rs k ,, ��' • p #x' BROWN SILTY \ �� 3 5AND(SM) N �F �38 �- »�' ;' TO \ \ 1. 4. ' \ A ,.sr, .� ` PALE BROWN 631 V \ tSo / TO FINE SAND Q \ \ ^ F Y : . ib (SP) �U� WATER WATER IN PIPE FD 19• ENCOUNTERED 1b' PALE BROWN GENERAL NOTES \ �0. a ` ®1'-b" TO SINE SAND „ THIS DRAWING, PREPARED FOR THE / 7 1 51 5-\ \ j / /� !/ CONSTRUCTION ENTRANCE-FOUNDATION EL SPECIFIC PROJECT INDICATED, IS AN 4 . R ` OF COMPACTED 3/4"STONE BLEND OR = s f -13.10' I ^ INSTRUMENT OF SERVICE, AND THE 5 2' N.Y.STATE D.O.T.APPROVED R.GA.FILL � TO Ib"(Min)ABOVE EXI5TIN6 GRADE FOR » b sE ENCOUNTERED s GPROPERTY OF ROSEBERY ARCHITECTURAL l-0.1') 41 61'\ DRAINA6E. STUDIO AND JOHN D. ROSEBERY _. - ,� ; I(` 'TEST BORING ARCHITECT PLLC. AREA TO \ / \. 4.86' NOTE:AGGORDIN6 TO 5GDH5 + AREA TO REMAIN - -a>» ty� MONITDRIN6 WELL 15431,THE ;, ��;,, ;,.. INFRINGEMENT OR ANY USE OF THIS REMAIN NATURAL KEY M A P �`- -3 \ \ NATURAL & fi Ir + K3 HI6HE5T WATER TABLE EL.I5 UNDISTURBED \ 4.76' �``'" CONSIDERED AT 13 DE516N 6ROUNL PROJECT IS PROHIBITED. ANY ALTERATION, " `� °` , WATER I5 CONSIDERED 1.8 / \ UNDISTURBED OR REPRODUCTION OF THIS DOCUMENT IS ALSO PROHIBITED WITHOUT THE WRITTEN 4+8, 3.6' / FLOOD �F + \\ CONSENT OF THE ARCHITECT. �T 4.56' ZONE � � 4.4' LOT COVERAGE CALCULATIONS: / \ 4.0' ^ \ 4.38' CONSIDERED A PORT OF / \ IMPERVIOUS AREA: AREA % OF LOT COVERAGE rn ALTERNATE SWITCH GZRA55 � � GHOKEBERRY \ • •• ' BUILDING ROOF $ DECK AREA: 3,78650.FT. 10.54 3o CONSULTANTS: "MIDWAY INLET' U, EXISTING DRIVEWAY: 2,340 SOFT. 6.51 AGGORDINO TO SUFFOLK / \ + 4 EA. 5' D.G. \ 200 ft ,g� w / 4.1' \ PROPOSED PAVED AREA (PATIO AND WALK): 2,126 SOFT. 5.q1 4b GOUNTY 615 �nn AREA OF DISTURBANCE TOTAL LOT COVERAGE: 8,252 50.FT. 22P % l r V \ 1-1,608 SOFT. AERIAL PHOTO FROM SOUTH FRESHWATER 4 8' BOUNDARY AT NETLAN2D + / J < 3 DRAINS, SEE DETAIL CONTOUR A5 2.9 / + 3' O I DETERMINED BY 118'� X 2' PROVIDE PERENNIALS d NYSDEG ON PO"`: DEEP I LL BULBS A5 PER DETAIL 6/18/20 ND PLEA 6H NN L / ( �Z PROVIDE 4 KOU5A S + 4.7' DOGWOOD5 6' HT. 1.5" o / 0 I GAL. k x Q AREA OF DISTURBANCE d \ g.$)' (17,608± S.F.) / 3.3' `^° / z I °, I REMOVE TREES IN TH15 AREA AS ., DEEDED / / 2 (40 O REQUIRED FOR INSTALLATION OF SYSTEM R.O.W. LIBER �� / S73°36, / Q l4. 41 601cK P6 543 z6 00,00" l IDD FEET FROM FRESHWATER ALTERNATE +4 e \ WETLANDS VEGETATION TO BE (4 GLEARED OF DISTURBED HITHIN THE SWITCH nmc� / �,, / , 3. 3.6' AREA OF DISTURBANCE ONLY. AREA GHOKEBERRY cV ��% `?` D/ � � '(6 '' DISTURBED WITHIN IDO FEET OF THE RE AR 8 EA. 5' O.G. 9? 5O WETLANDS 5,450 SQ.FT. 01110 4LVEi2 N. /� ` 4' �� STABILIZE SOILS SEED WITH Qr MAPLE 6' HT. v �o, pl'" �+ Ax o �� / mj J 31 NON FERTILIZER DEPENDENT 2 GAL. / ,�° MSN �� y\ LQ RYE-FE5GUE MIX lea` 8'X10' TEMP SHED o o Miv / a p + FOR TOOL STORAGE / 4 ry"/ N. 2 6 EXCAVATE LOAM � FINE SILTS 8 SAND �� ?4265 COQ` INSTALL WATER LINE, o / w� t O 4.7' - OUT OF TRENCH EXGAVATION IN SHADED F �,cVd REMOVE AFTER + (4 DI (82 ) Lk� \ ; ,o O ,�v ^� AREA UNTIL GOOD MATERIAL IS FOUND. 1-TIDAL POND TO THE NORTHWET OF THE PROPERTY, CALLED 3-NORTH SIDE OF EXISTING RESIDENCE, 7-EXISTING RESIDENCE FROM SOUTHWEST PROFESS C _ CATION GONSTRUGTIO o . 4,2113 �w to . . . / v LOOKING SOUTHWEST LEACHING / (?' AN- 10 L. (J� I REPLACE WITH GLEAN SAND AS NOTED MIDWAY INLET" FROM SUFFOLK GIS 5ALLEY5 2' 1N. HYp \ !1J 3 ESTIMATED FILL REQUIRED = IDO GU.YDS. IIs .� ... 15 BAYBERRY 2' HT. DEPTH I (4. ) SY5.�AGTi Z IN CEDAR MULCH 4.4) M,N \ GONG.RETAINING WALL - 4 / 6 GONG b. 2'FROM PROPERTY LINE CURB o ;sq 4. F 4 FLOOD ZONE AE6 j �� 4' GONGe s eo 8' ° \ h�Isc�s� �� rj1 _ --E 10 DEC REVISIONS 6/8/21 FLOOD _ONE X MAY 28 COMMENTS Q� �� WALK / o �' P �� (as)+ �-� J ► xa-,, e.: f�J YE +4 _ DEC REVISIONS 3&ILDINC 9 5/21 3�c \ MARCH 21 LETTER4 NC O + )� (4.5) DEC REVISIONS 8 10-2020 �p L� HEALTH DEPT. SUB. `� rb ry °Rrrc I ^s� EST PROP05ED�OVERED ' " o R. . fes « .: �cK PORCH �:� '�,� - a "" ' 7 RELOCATE HOUSE 2-2020 8.3 �'' �, (fJ sJ + M . 7' o �/ �F FL G z EXI5TIN6 GE55POOL 8 -, �� "I` °>" 6 HEALTH DEPT REV. 11/19 `g, DEEP � � � I TO BE PUMPED AND ar T � LEACHING w J o0 0w " 5 CONSTRUCTION DOCS 9/19 p KEY NOTES: o L ry AG REMOVED ACCORDING � a POOL _Q) O 13 NOTE: GONTRAGTOR TO PROVIDE FULL *`. r "3�5 s '4, GONDEN5E5 TO 5GDH5 STANDARDS UTILITY MARKOUT PRIOR TO , t., a , a11 /p ` \ g,2' CONSTRUCTION ON SITE Y \ { lambHEALTH DEPT. �rL/N '�< < b`0 � ` / `� / OVERALL HOUSE AREA SITE PLAN FROM SURVEY BY WARD 4 SUBMISSION 8/19 DS \ + - Q 8.8' �� / 8. 8 3" = 3,561 SQ.FT. BROOKS JANUARY 21,2019 RAILROAD TIE RETAINING / 2-EXISTING RESIDENCE, APPROACHING FROM DRIVEWAY FROM 8-LOCATION OF PROPOSED SEPTIC SYSTEM. THE TREES THAT WALL UNDER SEPARATE 3'6 T rv` �9.3' +(6.5) -PROPOSED ELEVATION GRADES THE EAST. 4-EXISTING BULKHEAD FACING SOUTH ARE FLAGGED REPRESENT THE TREES EXPECTED TO BE 3 OWNER REVIEW 6/19 APPLICATION � )_? �� 1 9.1 REMOVED WHEN THE SYSTEM IS INSTALLED. 5.4' +� m,\ \ 5 l� + +45 PHOTO 6RAPHDLOGATIONS 2 DESIGN REVISIONS 3119 + i Q SEE DEG SITE PLAN T MEAN HIGH WATER Ll q TO BE LANDWARD OF + 2 TW) \ W17rgp�B,��L�1zE i 1 1 DESIGN 2/19 EXIS . ,,5.0'�O .,°�/FSOILS S W , ..' THE WESTERN BULKHEAD GONG 4 . pEN FR7/ �D 0.` NOTE: THERE ARE NO SUPPLY WATER u rs(:` SUBMISSION RETURN AND PREFAB HALL (s.oT / T/ �X5scu WELLS WITHIN 150 FEET OF THE GONG. STRUCTURE (1.0134 �j' ._ N0. Revision/Issue Date 7 5, PROPOSED SANITARY SYSTEM ,„. ' 11' PLANT MIX OF 5WITC \ + 6RAPHIG SGALE s� GRASS B BLACK GRASS 5.7' T/BHD 4'/q o fo o l0 20 40' ; ROSEBERY ll EACH, 6' O.G. IN b ... 5TA66ERED ROWS. AS T/BHD 4Y � 10 8' `.AIJ, ARCHITECTURAL 5.2' o (IN FEET) PART OF A 10 FOOT ZEN T/BH D�KyFgo + ° = so'-o° NON-FERTILIZED BUFFER /0 Gt_ STUDIO � � EXISTING BULKHEAD TO BE 30 w WOOD WALK1029 SIPP AVENUE'I REGONSTRUGTED UNDER MEDFORD, N.Y 11763 SEPARATE APPLIGATION 96.35' \ PHONE: (631) 730-1262 TIDAL WETLANDS 2,224 SQ.FT (6.2 % OF OVERALL LOT) �L� �� FAX: (631) 730-5476 w. "`a"°' �'$ ` ` `� E-MAIL: rosebery@optonline.net <>O b WEBSITE: 1 LITTLE PECONIC BAY 4.9' F6 www.roseberyarchitect.com 5-EXISTING RESIDENCE FROM WEST 9-ROUGH LOCATION OF THE SOUTHEAST CORNER OF THE T/BHD RESIDENCE. Project Name and Address ZENK RESIDENCE SITE PLAN NEW RESIDENCE SCALE: 1"=30'-O" PROPERTY AREA = 35,914 SQ.FT. `~ 280 CEDAR POINT DRIVE, ZONED R-40 RESIDENCE ® ' SOUTHOLD, NY TOWN OF SOUTHOLD ION 3 SLOPE SCTM. NO. 1000-90-2-14.1 J 13.8 ENEMA(~ 6T ., ia3-�xCI(xU y . ..., ,. Project Sheet 5' - z 2018-45 Q 3 1 -...-.. _ Date m AL o T 6' 5' 4' ` '� _ - < W 4, ':y�q DECEMBER 2018 SP- 1 d FLOOD ZONE FLOOD ZONE PREGA5T TRENCH FLOOD ZONE 14' HALKHAY Q A aI AE6 X AE6 DIST. H_ n Q �IJ S NOTED CHAMBER Q 6-BULKHEAD RETURN AT SOUTHWEST SIDE OF PROPERTY 10-FROM AREA OF THE RESIDENCE LOOKING WEST. FLAGGED D I Z TREES INDICATE TREES TO BE REMOVED FOR SANITARY AND awing U1 DRAINAGE PURPOSES. THE EXISTING DRIVEWAY IS TO THE LEFT. AUG 1 6 2021 (� EAST ELEVATION / SITE SECTION- OITE PLAN soutSCALE: 1 = 20'-0" Board of oard oflldTown Trustees NYSDEC INFO DRAINAGE CALCULATIONS. TE5T WWW.CALL811,COM N PUMP COMPRESSER POWER CIRCUIT 12-13-I8 BY u ee = G $ MGDONALD DIG SAFELY REQUIREMENTS IN NEWYORK STATE a CB1 M1 -, - IMPERVIOUS AREA: EL o GE05GIENGE BLK BLK h BLK Ip l�°�J Z'y L�' \� 6.G0' L1 ori 1 , SPRAY TO DARK BROWN EXCAVATORS, CONTRACTORS AND HOMEOWNERS CALL 811 BEFORE I " 1 PUMP `; 118, BUILDING ROOF AREA 3,186 SQ.FT. LOAM(OL) to N wH wH 1�1------------ MOTOR ,'PUMP RATINGS: PROVIDE WATERTIGHT 067.00 PROVIDE SAFETY GRATES INSIDE EXISTING DRIVEWAY 2,340 SQ.FT. DIGGING 3/4HP 0 115V FLEXIBLE JOIST SEAL AT 060.0000 ALL TREATMENT UNIT GOVER5 TO PROPOSED PAVED AREA (PATIO AND WALK) 2,126 SQ.FT. s9o' I' BROWN 51LT CSR 6 LOOPS I G -^_i INLET $ OUTLET PIPES 48 1/2 GRADE TO (MU CB2 MZ �, 15.0 F.L.A. THE NEW YORK STATE PUBLIC, SERVICE GOMM155ION (COMMISSION)WANTS TO REMIND a Bu Bu BLK ° ° TOTAL IMPERVIOUS AREA 8,252 50.FT. 3' EXCAVATORS, CONTRACTORS AND HOMEOWNERS THAT STATE LAW REQUIRES THEM TO GALL ONE RPI ----------; RECIRC "PUMP RATINGS: s /2 ° X 2" RAINFALL VOLUME 0.167 OF THE STATE'S TOLL-FREE ONE-GALL CENTERS BEFORE STARTING ANY EXCAVATION OR DIGGING wHr 1 w" n 1 PUMP 1 3/4HP 115V ° TOTAL VOLUME REQUIRED 1378 GU.FT. 3q i BROWN SILTY " (" ------------ MOTOR 15.0 F.L.A. SAND(5M) PROJECT. 3' IH _-�_ DRAINAGE 5PEGIFIGATION5 8 DESIGN: TO NEW YORK STATE ESTABLISHED THE ONE NOTIFICATION SYSTEM A5 A FAST, EASY AND CB3 M3 rpt_ `, EL. a' COMPREHENSIVE WAY TO ENSURE UNDERGROUND FAGILITIE5 ARE FROPERLY MARKED BEFORE A B K B K ILK P J Z`, L MIXER \PUMP RATINGS: INLET OUTLET I DRYWELL 8'DIA. X 2' DEPTH IN DRIVEWAY = qO GU.FT. Z'9 a' PALE BRowN 01661N6 OR EXCAVATION PROJECT BEGINS. THE KEYS TO PREVENTING DAMAGE TO UNDERGROUND -' 1 PUMP 1 3/4HP 115V FAGILITIE5 ARE THE TWD "ONE-GALL NOTIFICATION SYSTEMS" THAT SERVE AS COMMUNICATION WW N MOTOR ' 15.0 F.L.A. 021,1 PROVIDE 15 LEAGHIN6 GALLEYS 2 FT. DEPTH AS SHOWN ON PLANS 16 ( ) SAND LINKS BETWEEN CONTRACTOR5/EXCAVATOR5 AND LOCAL UTILITIES/MUNICIPALITIES. G ___,- 15 X 64 CU.FT. PER CHAMBER = %0 CU.FT. WATER WATER IN C B4 -`' ° ° � _ ENCOUNTERED l.b' ABOUT THE REQUIREMENTS: °T °, ° RAIN GARDEN 8q1 SQ.FT.X 0.5 (6 DEPTH) - 448 GU.FT. PALE BROWN GENERAL NOTES o Ci ----------/ COMP ;COMP. RATINGS: mz04 ®1'-b° TO 51NE SAND I I ° ° ° TOTAL DRAINAGE CAPACITY = 1,4g8 GU.FT. EL-0.1 20' (sP) UNDER THE GOMMISSION'S "GALL BEFORE YOU DIG" REGULATION5, ADOPTED TO PROTECT THE WHT MOTOR 1/4HP @ 115V ° PUBLIC'S SAFETY AND GENERAL WELFARE, THE FOLLOWING PROGEDURE5 ARE REQUIRED: N --------- 5.4 F.L.A. 5 112 THIS DRAWING, PREPARED FOR THE ° 0sa.0000 NOTE: ALL MOTORS EL. SPECIFIC PROJECT INDICATED, IS AN ADVANCE NOTIFICATION REQUIREMENT c�C ° 070.0000 PLG CONTROL PANEL -13.1°' INSTRUMENT OF SERVICE, AND THE CD MUST HAVE INTERNAL SITE AT LEAST 2 TO 10 WORKING DAYS PRIOR TO ANY MEGHANIZED WORK (DOES NOT INCLUDE THE u OVERLOAD PROTECTION. WATER OH 5UNTERED 10 W/ HP 80 GOMPRE550R T.b'BELOW SURFACE PROPERTY OF ROSEBERY ARCHITECTURAL DATE OF THE GALL) NOTIGE MUST BE PROVIDED TO THE ONE-GALL NOTIFICATION SYSTEM, WHIGH BLU LR1-Q1 RED H M1 wHT E GONSTRUCTION FENCE: (O1') STUDIO AND JOHN D. ROSEBERY WILL TRANSMIT THE PROJECT INFORMATION TO INVOLVED MEMBERS 50 THAT THEY GAN MARK THE BLu LR1-Q2 PINK/WH wH CONSTRUCTION FENCE BE 6-FEET HIGH CHAIN LINK FENCE AROUND TEST BORING ARCHITECT PLLC. LOCATION OF ANY FAGILITIE5 AT THE EXCAVATION SITE. M2 CON5TRUGTION 51TE FOR THE PERIMETER OF THE AREA OF CONSTRUCTION AND SHALL NOT ENCLOSE MORE THAN I ACRE WITHIN. PROVIDE A SECURED FRONT NOTE:AGGORDIN5TO5GDH5 HOW 15 NOTIFICATION MADE? ""K " A MONITORIN6 WELL 15431,THE RECIRC RUNNING YARD ENTRY GATE BY PROPOSED BUILDING, AND PROVIDE STABILIZED KEY MAP INFRINGEMENT OR ANY USE OF THIS FOR EXCAVATION ON LONG ISLAND AND THE FIVE BOROUGHS OF NEW YORK CITY, NEW YORK 811 BLU LR1-Q3 YE wH M3 w rt HIGHEST WATER TABLE EL.IS CONSIDERED AT 1.3 DESIGN GROUND PROJECT IS PROHIBITED. ANY ALTERATION, MUST BE GALLED AT 1-800-212-4480. FOR EXCAVATION EL5EWHERE IN NEW YORK STATE, 016 PROVIDE SAFETY GRATES INSIDE ACGE55 DRIVE, A5 APPROVED BY BUILDING INSPECTOR. FRONT, 51DE AND WATER 15 GON5IDERED Ib OR REPRODUCTION OF THIS DOCUMENT IS SAFELY NEW YORK MUST BE GALLED AT I-800-q62-1862. NOTIFIGATION FOR EXCAVATION WORK YE H G MIXER RUNNING - ALL TREATMENT UNIT COVERS REAR YARD OF PROPERTY SHALL BE 5EGURED AT ALL TIMES FOR THE ALSO PROHIBITED WITHOUT THE WRITTEN ANYWHERE IN THE STATE CAN BE MADE BY DIALING 811. WHETHER DIALING THE I-800 NUMBER OR BW WMT DURATION OF GONSTRUGTION. LR1 FLOW E CONSENT OF THE ARCHITECT. 811, THERE IS NO CHARGE FOR THE GALL. DLR1-Q4 INLET LINE - �- OUTLET -�:: WHAT DOES EXCAVATION INGLUDE? REB 16 PLC INPUT E OL +S-1 PINKY O 7.39'EXGAVATION 15 DEFINED IN STATE LAW AS "...MOVEMENT OR REMOVAL OF EARTH, ROCK OR OTHER -t /(�MATERIALS IN OR ON THE GROUND BY USE OF MEGHANIZED EQUIPMENT OR BY BLASTING, AND RED RUN AUD. .� I739 ^ j +CLOT AREA = 35,914 SQ.FT. -_-' s EF LUENT �-" C INCLUDE5, BUT 15 NOT LIMITED TO AUGURING;BACKFILLING;DRILLING;GRADING;PLOWING IN;PULLING ORB ALARM BRN FIL ER ,� ��x \ 1Vi CONSULTANTS: IN;TRENCHING AND TUNNELING. TOOLS MANIPULATED ONLY BY HUMAN OR ANIMAL POWER AND THE HWA BLu MUTE (TEST 72 1/4 64 A LO ATI D N \ F� O TILLING OF SOIL FOR AGRICULTURAL PURPOSES SHALL NOT BE DEEMED EXCAVATION. \ \ 6\38�4� WHAT 15 THE EXCAVATOR REQUIRED TO DO IF THERE ARE MARKED UNDERGROUND FAGILITIE5 AT I ALARM 621 \ \ THE WORK SITE? °; LIGHT \ \ 6.31' AO Q BEFORE U51NG POWERED EQUIPMENT NEAR MARKED UNDERGROUND FAGILITIE5,EXCAVATORS ARE RED B K RED WH1 \ S REQUIRED TO VERIFY THE LOCATION DEPTH AND DIRECTION OF RUN OF THE FACILITY BY MEANS _ \ \ ��O \ / �� OF TEST HOLES DUO BY HAND. AFTER VERIFICATION, A CLEARANCE OF AT LEAST 4 INCHES MUST ENABLE \ PIPE FO \ �0. , 00y BE MAINTAINED BETWEEN POWERED EQUIPMENT AND THE UNDERGROUND FACILITY. BLu 1 z _r? 2 YK PLC INPUT \ \ <V \ O��` a / \ \ 1 rn 7.1' \ BLu OVERRIDE YEL wn 1--- 40 1/2 - 60- � 5 \ Y`' / 5. " GON5TRUGTION ENTRANCE-FOUNDATION 3 4 12 PLC INPUT -I- \ / /\ ,31' OF GOMPAGTED 3/4"STONE BLEND OR O CSR COMPACTED SAND AT BASE 3" THI6KNE55 LEVEL MAX. TOLERAUCE BW WH PINK I[} PLC INPUT 5.2 + N.Y.STATE D.O.T.APPROVED RL-A.FILL HYDROAGTI ON SYSTEM GENERAL NOTES: of " IN ANY DIRECTION / 7' To Ib" C-E. ABOVE EXISTING GRADE FOR � TIME DOSE o ""' 17 PLC INPUT DRAINAGE. BLU DEMAND HYDROACTI ON AN-400 SERIES 41 \� 61'//•' \\ , �. I. HYDROACTION AN 400 SYSTEM DESIGNED FOR 3-4 AREA TO \ \ `9 4.86 \ BEDROOM RESIDENCE SPRAY 0 TAN/WH 18 PLC INPUT OWTS SYSTEM DETAIL REMAIN NATURAL \ / 3' + \ AREA TO REMAIN 2. THE DESIGN ARGHITEGT SHALL OBSERVE THE OWTS PRIOR 8 UNDISTURBED \ NATURAL & NOTES: FLOAT SWITCH TO BE RATED 2 AMP AT 120 V. MIN. FOR 3-4 BEDROOM RE5IDENGE5 / / ' \\ 4.76 UNDISTURBED TO BACKFILL AND DURING SYSTEM STARTUP W1 B1 w1 \ + 3. THE OWTS- INSTALLER SHALL HOLD AN ENDORSEMENT J MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. % 4.8' \ FROM SUFFOLK COUNTY DEPT. OF HEALTH AND BE AN DASHED LINES INDICATE ITEMS NOT CONTAINED IN THE PANEL 3.6 / / FLOOD \ � ��ryT 4.56' AUTHORIZED INSTALLER OF THAT SYSTEM. REQUIRED TORQUE FOR TERMINAL BLOCK 5GREH5 15 I6 IN-LB5. / ZONE A + \ FIELD WIRING MUST BE A MINIMUM OF 60"G COPPER WIRE WATERTIGHT FLEXIBLE / c+ 4.4 \ Ng C 4. THE OWTS INSTALLER SHALL REGISTER THE ONSITE ITEM DESCRIPTION J015T SEAL 4 0 \ 4.38' �O �pPhIEL TREATMENT SYSTEM WITH THE SUFFOLK COUNTY DEPT. OF HA-180053 TANK AN400 NITROGEN REDUCTION FIBERGLASS TANK CONSIDERED A PART OF / rn ALTERNATE SWITG�GZRA55 HEALTH. THE DESIGN ARGHITEGT SHALL PROVIDE THE ELECTRICAL SCHEMATIC, - INFORMATION ONLY PLEASE SEE SUPPLIER FOR A TANK PRE PUMP 400 PRECAST GONG. OWT5 N II °4 / 4 GHOKEBERRY '{ B SN STANDARD 2 TANK GONNEGTING KIT OUTLET TO MIDWAY INLET ,� \ -< RECORD DOGUMENT5 AS REQUIRED BY SGDH5. UPDATES. TUF-TITE EFF uENT FILTER DISTRIBUTION AGGORDINC TO SUFFOLK / 4 EA. 5' O.G. \ C ASSEMBLY, RECIRCULATION 245 + MODEL EF-4 �.' 4.1' \ 5. AN EXEGUTED OPERATION AND MAINTENANGE CONTRACT D AN 400 W/PLATFORM COMPLETE CHAMBER GOUNTY GI5 � / AREA OF DISTURBANCE BETWEEN THE MAINTENANGE PROVIDER AND THE E PIPE 4" PVG SDR 35 / \ TUF-TITE MODEL TB-4 17,608 SQ.FT. '24265 Q� F EG50-30-L-80 PLG -OPS FRESHWATER F O PROPERTY OWNER SHALL BE PROVIDED TO 5CDHS. T-BAFFLE I 4 B' 0 `l 6. GARBAGE GRINDERS, MACERATORS OR OTHER OB 1EGT G PIPE 4" PVG SDR 35 4" PVG WETLAND F r FVd PROVIDE PULL DISCONNECT PRIOR / �- TO PANEL H PIPE 4" PVG 50R 35 NOTE: THE EFFLUENT SDR 35 BOUNDARY AT 2' + / 3 3 DRAINS, 5EE DETAIL INTENDED TO PUT ITEMS OTHER THAN SANITARY SEPTI G IN 120 VOLT r'DIA SERVICE TO PANEL I POLE 20 AMP BREAKER 1 STRAIGHT TEE 4" 5DR 35 FILTER SHALL BE PIPE CONTOUR AS 2.9 / + 3' f°0 I 3O AMP IF PUMP TANK 15 THE SYSTEM 15 PROHIBITED BY SGDH5. 2#12,#12 6RD. IN I' CONTROL PANEL REQURED-DEDICATED 6FI U INSTALLED DIRECTLY DETERMINED BY &V X 2' o I '� I PROVIDE PERENNIALS 8 PROFESSIONAL CERTIFICATION 7. PROVIDE 2" VENT PIPE FROM THE OWTS TO THE SINGLE GIRGUIT INGOMINGELEG. K EFFLUENT FILTER SEE NOTE #2 UNDER THE AGCES5 COVER TUF-TITE NY5DEC ON DEEP z F BULBS A5 PER DETAIL SERVICE 2" SCHED. 40 PVG SEE NOTE#8 FOR EASE OF 50-4 P.0/V© LEACHING > kD FAMILY DWELLING AND CONNECT TO THE SEWER VENTING HYDROAGTION 6118/20 / �Z LL PROVIDE 4 KOU5A HYDROAGTION HYDROAGTION ACCORDING TO MAINTENANGE OR DEFLSOLIECTOR POOL / u j + 4.7' DOGWOODS 6' HT. .5" HI BLOW HP-80 1 SYSTEM WITHIN THE HOUSE. PIPE SHALL HAVE A POSITIVE MIX PUMP RE(IRC,.PUMP GONDE145ER P5E65PEG5.(5EE REPLACEMENT. 200 AMP f SLOPE FROM THE OWTS TO THE HOUSE 50 ANY LIQUID A�°ION ELEG.HOUSE 517E PLAN EFFLUENT FILTER DETAIL (/ o / N J a i GAL. PANEL UEN E AIL o 1 AREA OF DISTURBANCE WILL DRAIN TOWARDS TREATMENT UNIT. /;L x 8. CONTRAGTOR SHALL GONFIRM INVERT (ENTRY) ELEVATION PONOL ATE N.T.S. d ' + DEC REVISIONS OF SANITARY LINE AT POINT OF CONNECTION PRIOR TO °N /° F3s1� (11,608- S.F.) 10 6/8/21 DEEDED % 3'3 / s ° I REMOVE TREES IN THIS AREA A5 MAY 28 COMMENTS CONSTRUCTION. CONTRACTOR SHALL NOTIFY ARGHITEGT / � � +14.0 � � REQUIRED FOR INSTALLATION OF SYSTEM DEC REVISIONS ELEG.GROUNDING A5 R.O.W. LIBER / S 73° / 9 5/21 OF ANY DISGREPANGIES IN THE INVERT ELEVATIONS. REQUIRED BYP5EG. INFILTRATOR WATER TECHNOLOGIES / 3g 00„ / Q (4 - 4.1 MARCH 21 LETTER 6gg4 P6 543 2 F 100 FEET FROM FRESHWATER NY ATL GSF - 2 BUNDLES ' 6.00' 3.4' � DEC REVISIONS TYP. ELECTRIC SINGLE LINE DIAGRAM � + Q WETLANDS VEGETATION TO BE $ 10-2020 4FTX21INCH WIDE TRENCH ALTERNATE �, HEALTH DEPT. SUB. N.T.5. NOTES: TYPICAL CROSS SECTION DETAIL SWITCH +, Co T / u/ GLEARED OF DISTURBED WITHIN THE I. BURIED ELECTRICAL CONDUIT SHALL BE A MIN. 3.8 d '�°' r 3.6' 2' (NOT TO SCALE) GRA55 g , / / AREA OF D15TURBANGE ONLY. AREA 7 RELOCATE HOUSE 2-2020 OF 24" BELOW GRADE C D MIN o (SJ_ 2. ALL ELEGTRICAL WORK TO BE PERFORMED IN GHOKEBERRY cV y��% � 1 �(6) DISTURBED WITHIN 100 FEET OF THE FRESH AIR VENT AGGORDANGE WITH NFPA 10 d GURRENT 8 EA. 5' O.G. y � �` 4'O o� WETLANDS 5,450 SQ.FT. CLEANOUT TO BE VERSION OF NEG. 4b FLOOR PROVIDED AT FADE ' _ Q9�' Q �w �?o 6 HEALTH DEPT REV. 11/19 4 `SILVER ^\-' � e/ �` /Q,� +. e 4' � STABILIZE 501L5 5EED WITH } Z MAPLE 6' HT, p� �P NON FERTILIZER DEPENDENT OF BUILDING 6" 12n 6" C) \ C �0, PROVIDE _ 2" GAL. N o� 5 CONSTRUCTION DOCS 9/19 / 0� RYE-FE5GUE MIX �a '' HEALTH DEPT. BUILDING WALL LOGKABLE PLG CONTROL \I / 2" 8'X10' TEMP SHED o o lMN- 9 J CLEANOUT AT �?io + J 4 SUBMISSION 8/19 CONTROL PANEL 8 AIR HP-80 COMPRESSOR FOR TOOL STORAGE / 4 rya r = h. 2 6 EXCAVATE LOAM & FINE SILTS 4 SAND GRADE PUMP IN POLYETHELENE F INSTALL WATER LINE, 4.7' 3 OWNER REVIEW 6/19 ENCLOSURE ON PRECAST REMOVE AFTER + DI 1g� � / : o m v /U OUT OF TRENCH EXCAVATION IN SHADED - GONSTRUGTIO o 4.2 BHU m v/ (� AREA UNTIL GOOD MATERIAL 15 FOUND. LL CONCRETE PRD la. m h cv WASHED 60NORETE LEACHING / AN ° ry J IL DESIGN � � � � 3 REPLACE WITH GLEAN SAND A5 NOTED 2 REVISIONS 3/19 SAND 15 BAYBERRY 2' HT. sr°ROAGrI Z ESTIMATED FILL REQUIRED = 100 CU.YDS. 6 LIGHT HE16HT - GALLEYS 2' N• HY ° w ° GEMENT FILL `_ A5TM G-33 DEPTH (4 ) ro \ DESIGN 2/19 ° _ `%,\ NATIVE 501E IN CEDAR MULCH b" GONG 4.4) 8' MIN \ 2O R EpRIOPERTY� 41 1 SUBMISSION a CURB z; „ 4. ' _ o FLOOD ZONE AE6 °°° ° ///��/� /� �� /v Q o -6A rc - - - No. Revision/Issue Date 0. °° / /\�\/� a o -,�\��\ ��=, \\;\��, . - J �/ 4' GONG 5 SER 8' ° DIST `QST/ �J °° SANITARY EXISTING GRADE /\/\ d / ` -- �C! n, Q !U R _o FLOOD ZONE X H" MIN PLUMBING TRAP IN \\ ��//�//\\//��//\\ \/ //��//\\//��\\� , /11\ J /� WALK I / o ,S P� \ lqs)+4. �`�- � ROSEBERY ACCORDANCE WITH �/ /�\//\//\ /\///\//\// d 4" PIPE ATL CONDUIT �C /, , O l F�E )'� ILDING NYS,PLUMBING \\/\/\/�� \��\\/ W W 1 44 o' / U sMT ! .8 \ 3- l$ SECTION CODE \/, /, IY J 4 3 � Et• CR/ YJ ARCHITECTURAL AIR HOSE & ELECTRICAL Q z / + J 14.6) zn�s_ � aFDR /VG 6. 2'-O" SUPPLY TO TREATMENT z O `C h po �r Nc°FOM - BUILDING CLEANOUT & UNIT PROVIDE 20 AMP m _�UZ / r6 + �r / z r�K Ego)H - PORCH IovERED STUDIO FRESH AIR INLET DETAIL HYDROAGTION CONTROL CIRCUIT 6F1 BREAKER = NOT TO SCALE PANEL d GOMPRE55OR AT PANEL (SEE U l "RD M' �8s� +8.3' ` 1029 SIPP AVENUE NOTE: BUILDING CONNECTION TO HAVE A MINIMUM OF PUMP MANUFACTURERS SPECS) GROUNDWATER /�8'(P X 3' 2 �� FF P D ' , MEDFORD, N.Y 11763 2'-O" OF CAST IRON SEWER LINE EXTENDING THROUGH ( F EXISTING CESSPOOL r� CONTROL PANEL DETAIL � � I LE D NG � J 7 ° ��` l�GK o / KEY NOTES: PHONE: (631) 730-1262 � o - TO BE PUMPED AND THE FOUNDATION. A , �0 �� / POOL- p AG REMOVED AGGORDINC FAX: (631) 730-5476 N.T.S. �'1�1�-/ /r/b \L °N �0 o GONDEN5Ei S TO SGDH5 STANDARDS ,TALI CONTRACTOR OAR OUT PRIOR i R PROVIDE FULL E-MAIL: rosebery@optonline.net f 8.2 GON5TRUGTION ON 517E ro l WEBSITE: crl 1 OVERALL HOUSE AREA S \ + g. � 0 4 8 /8, SITE PLAN FROM SURVEY BY WARD RAILROAD TIE RETAINING W ,' 8.8' ` J 3 = 3,567 5Q.FT. BROOKS JANUARY 21,2019 WWw.roseberyarchitect.COm NOTE: THE DE51ON ARCHITECT 15 TO OBSERVE WALL UNDER 5EPARATE 3.6 T J J + 9 3' APPLICATION ), � 9 1' +(6.5) -PROPOSED ELEVATION GRADES Project Name and Address RESIDENCE MAINTENANGE COVERS TO THE OWT5 SYSTEM PRIOR TO BAGKFILL AND m� g \ 1 + +a.s EXIST. GRADES ZENK RESIDENCE 5.4' h• PHOTOGRAPH LOGATION5 FIRST FL. GRADE, PROVIDE AT SYSTEM START UP PIPE INV 4 MEAN HIGH WATER Ll 1 1' \ \ �?_. C,1 Q SEE DEC 517E PLAN `]�ISIDENCE 13.8 LOCKING MECHANISM 6.2 PIPE INV PROVIDE INFLITRATOR 2 Tw) 7- o V! TO BE LANDWARD OF + wrr gl�lZF BUILDING GLEAN OUT GRADE EL. GRADE EL. 6'O PIPE GAP AT PIPE ENDS A5 Ex15 • ,`5.0'�O \ ivFs°r�s s GRADE EL. GRADE E GRADE EL. THE WESTERN BULKHEADN° FRT! SEE DETAIL q.0 g.g 8.8 8 8 g 5 REQUIRED GRADE EL. RETURN AND PREFAB GONG Qa�� T/ Mrx EN rZF NOTE: THERE ARE NO SUPPLY WATER 2" VENT FROM 7.8 SEE PLAN) GONG. 5TRUGTURE wALL °BIu / \ + 5 FES �g� WELLS WITHIN 150 FEET OF THE PROVIDE TOP OF PIPE EL.6.4 \ \ z,- 7 5' PROP05ED SANITARY SYSTEM 280 CEDAR POINT DRIVE, BASE OF PIPE EL. 5.C, PLANT MIX OF SWITG + HOUSE SANITARY VENT 4" PVG PIPE 4" PVC, PIPE GRA55 B BLACK GRASS 3 C�RAPHIG SCALE SOUTHOLD NY SYSTEM TO OWTS. BUILDING 2% MIN. 5LOPE TOTAL LENGTH OF INFILTRATOR SYSTEM 5.7' T/BHD 4' p 20' o' 10' 20' 40' OUTLET 290 MIN. SLOPE 32 FEET ® 2% SLOPE (36' TRENCH) TOP OF PIPE EL. 5.8 II EACH, b O.G. IN �CK/y 6 co EL. 6,q+ PIPE TO ENTER AT BASE OF PIPE EL 5.3 STAGGERED ROWS. ASA T/BHD �\\ `}Y • � \� TOWN OF SOUTHOLD INLET INLET PART OF A 10 FOOT Z \ 5.2' eu��NE �`� 10 8 IN FEET (FROM EL. 6.-i EL. 6.4 HIGHESTIPOINT OF BASE OF TRENCH = 4.8 NON-FERTILIZED BUFFER SNF / T/BHD a° \ r' = 30'-0" SCTM. NO. 1000-90-2-14.1 REMOVE UPPER LAYERS OF UNSUITABLE RESIDENCE DISTRIBUTION INFILTRATOR ATL N�6° � ( � TO I/A 8' MIN. CHAMBER-SEE ADVANCED SAND MATERIAL BAGKFILL WITH ME TO TO GROUNDWATER 1230"w \ Project Sheet OWTS TO CESSPOOL DETAIL TREATMENT LEACHING COARSE SAND - EL_18 - EXISTING BULKHEAD TO BE WOOD WALK 2018-45 NOTE: PROVIDE FIELD REGON5TRUGTED UNDER BA5E EL. NOTE: BAGKFILL ENDGAP LEVELING SEPARATE APPLICATION 90,35, \ t (-5.33' BEL MATERIAL TO BE DEVICES FOR LEACHING FIELD TIDAL WETLAND5 2,224 50.FT SP-2 INLET) GOAR5E SAND$ DISTRIBUTION �r L� '.EMBER 2018 COMPACTED SAND 3" THICKNESS GRAVEL GHAMBER ACCORDING TO U5G5 DATA (6.2 go OF OVERALL LOT) Loo D s MUST BE LEVEL MAX. TOLERANCE OF 4" IN ANY DIRECTION GROUNDWATER 15 EL. II (WELL 547752) WELL APPROX. 3 MILES WEST oN�,4 LI AUG 1 2021 NOTED LITTLE PECONIC BAY 4.9 �6 HYDROAG ION AN-400 SERIES OF 517E T/BHD SITE PLAN �raW Southold Town SANITARY DETAILS & PROFILE R°ard---�f=A$ TE & SAN I SCALE: 1"=30'-0" O HYDROACTIN I/A 5Y5TEM WITH LEACHING FIELD PROPERTY AREA = 35,914 SQ.FT. DEPARTMENT APPROVAL SANITARY PLAN - - _ . _ ZONED R-40 RESIDENCE Rosebery Architectural Studio John D. Rosebery Architect, PLLC Office: 93 Main Street, West Sayville, NY 11796 Correspondence: 1029 Sipp Avenue, Medford, New York 11763 Phone: (631) 730-1262 Fax: (631) 730-5476 E-mail: rosebery(a)optonline.net www.roseberyarchitect.com Zenk site photos 8-21 1. Tidal pond to the Northwest of the property, called "Midway inlet" from Suffolk GIS �I r t 4 - t 2. Existing residence, approaching from driveway from the east. • !I M--t-f Miami 3. North side of existing residence, looking southwest _ 1 4. Existing bulkhead, facing South Zenk Southold trustee submittal 08/13/21 Page 2 of 5 i • t Ws" 5. Existing residence from West 6. Bulkhead return at Southwest side of property Zenk Southold trustee submittal 08/13/21 Page 3 of 5 OWN 7. Existing residence from Southwest 8. Location of proposed septic system. The trees that are flagged represent the trees expected to be removed when the system is installed. Zenk Southold trustee submittal 08/13/21 Page 4 of 5 't 9. Rough location of the southeast corner of the residence r i s: .k' a dos , 10. From area of the residence looking west. Flagged trees indicate tress to be removed for sanitary and drainage purposes. The existing driveway is to the left. Zenk Southold trustee submittal 08/13/21 Page 5 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 _ SUNY A Stony Brook,50 Qtcle Road,Stony Bi cok,NY 11790 P.(631)444-03651 F.(631)444-0360 www.d ec.ny 9 ov January 5, 2021 Mr. John Zenk 160 Kings Drive x Riverhead, NY 11901 Re: Permit ID 1-4738-04667/00003 Zenk Property 280 Cedar Point Drive E. Southold SCTM # 1000-90-2-14.1 Expiration Date: 1/4/2026 Dear Permittee: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6 NYCRR, Part'621) we are enclosing your permit. Please carefully read all permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address. Also enclosed is a permit sign which is to be conspicuously posted at the project site and protected from the weather and a Notice of Commencement/Completion of Construction form. Please note, the permit sign and form are sent to either the permittee or the facility application contact, not both. Please be advised that this permit does not relieve you of the responsibility of obtaining any necessary permits or approvals from the municipality or other agencies. Sincerely, AA' W 9- Matthew R. Penski Environmental Analyst Distribution List: Enviropermits Inc. BMHP File E C E W � D A U G 1 6 202' 4 YORK Department of aiAti n ;r,tip I,N„r [nv)ronmenW Conservation Southold Town Board of Trustees Iowa NEW YUttK'S t o t'E UEI'ARTVIEN'C OF ENVIRONVI NTAL CONSERVATION Facility DEC ID 1-4738-04667 PERMIT Under the Environmental Conservation Law-(ECL) _ Permittee and Facility Information -_- Permit Issued To: Facility: JOHN ZENTK ZENK 160 KINGS DR 280 CEDAR POINT DR EISCTM4 1000-90-2- 14.1 RIVERHEAD,NY 11901 SOUTHOLD,NY 11971 Facility Application Contact: ENVIROPERMITS INC 441 JOHNSON PATH BOHEMIA,NY 11716 (631) 375-4534 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 718.756 NYTM-N: 4545.345 Latitude: 41°01'47.9" Longitude: 72°23'52.3" Project Location: adjacent to Little Peconic Bay Authorized Activity: Remove and replace in-place.and 12 inches higher 96 linear feet of navy bulkhead and backfill the bulkhead and washed out area with 15 cubic yards of clean fill from an upland source. Remove the existing bulkhead return and install a 75-foot bulkhead return. Install a 4'x 96' grated boardwalk landward of the bulkhead. Install a 4'x 6' grated cantilevered platform and 4' wide beach access stairs to grade. Establish a 10' x 96'native planted buffer landward of the bulkhead. All work shall be done in accordance with the plans prepared by Enviropermits Inc. last revised on 03/17/20, and stamped NYSDEC Approved on 1/5/2021. Partial ARNO-DEP Permit authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-04667/00003 New Permit Effective Date:,1/5/2021 Expiration Date:_1_/4/2026 Excavation & Fill in Navigable Waters -Under Article 15,Title 5 Permit ID 1-4738-04667/00004 New Permit Effective Date: 1/_5/2021 Expiration Date: 1/4/2026 Water Quality Certification-Under Section 401 - Clean Water Act Permit ID 1-4738-04667/00005 New Permit Effective Date: 1/5/2021 Expiration Date: 1/4/2026 Page 1 of 7 AIM NEW Y6AK S in i E.DEYAR'I VIE\'I'OF ENVIRON'M TFAIAONSERVA'I'IO\ w Facility DEC ID 1-4738-04667 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. 1 Permit Administrator:JOHN A WIL LAND, Deputy,R.e opal Permit Administrator ; ' Address: NYSDEC I �ic�» 1 He1dc �€tit rs SUNY Cts ony I3rook15OfCircle Rd Sty y B o ,NY 1� ,r.(0 -3409 Authorized Signature: yr` y . Da c6,�_� D><sr>< ution List ENVIROPERMITS INC Marine Habitat Protection Environmental Permits Permit Components i NATURAL RESOURCE PERMIT CONDITIONS WATER QUALITY CERTIFICATION SPECIFIC CONDITION GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS; EXCAVATION & FILL IN NAVIGABLE WATERS; WATER(QUALITY CERTIFICATION 1. Regulated Activities Authorized By This Permit This permit only authorizes those regulated activities/structures identified under the section titled Authorized Activity. DEC does not issue after- the-Tact or'a"s-built permits. This permit'does'not-authotize activities, or legitimize the existence of structures, which would have required a permit but for which no permit or other, authorization has been _granted by the DEC. 2. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Enviropermits Inc. last revised on 03/17/20, and stamped NYSDEC Approved on 1/5/2021. Page 2 of 7 i taboo \EW YC,triw S,�; DEPAR'CVIENT OF ENVIRONM 1'Ai;CONSERVA'T'ION Facility DEC Ill 1-4738-04667 3. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 4. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 5. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined to the upland area landward of the bulkhead and more than 50 linear feet from ApHW on the western portion of the property, or on a barge. 6. Excavation for Bulkhead/Structure Prior to any construction or removal of bulkheads and other shoreline stabilization structures all backfill shall be excavated landward of the structure and retained so as not to enter the waterway,tidal wetland or protected buffer area. 7. Replacement Bulkhead Maximum Height The top elevation of the replacement bulkhead shall be no more than 18 inches higher than the existing bulkhead. 8. No Seaward Extension of Bulkhead The new bulkhead shall be constructed in place of the existing bulkhead with no seaward extension of the outermost bulkhead face. 9.-Jet-in Bulkhead Bulkheads constructed directly adjacent to vegetated tidal wetlands shall be hand driven or jetted in with no disturbance to the tidal wetland. Trenching is strictly prohibited. 10. Backfilling The installation of the approved replacement bulkhead shall be completed prior to the placement of any fill material behind the structure. 11. Parallel Capping Boardwalk The width of the parallel capping boardwalk shall not exceed four (4) feet. No portion of the boardwalk shall extend seaward of the most seaward face of the bulkhead sheathing. 12. No Structures on Reconstructed Bulkhead or Pilings No structures, other than structures specifically authorized by this permit, shall be constructed on the reconstructed bulkhead or pilings without further authorization from the Department(new permit, modified permit). 13. Use of Treated Wood The use of wood treated with creosote, pentachlorophenol or other wood treatment not specifically approved by the department for use in wetlands and/or marine waters, is strictly prohibited in the construction of structures that will be in contact with tidal waters. 14. No Runoff Over or Through Bulkhead or into Wetland Upon completion of the-bulkhead replacement authorized herein, there shall be no discharge of runoff or other effluent over or through the structure or into any tidal wetland or protected buffer area. 15. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 16. No Beach Excavation For Fill No excavation of the beach is authorized for the purpose of obtaining fill or stone materials. Page 3 of 7 Ak NEW E DEPARTVEENT OF ENVIRONVI . TAi-CONSERVA'rioN Facility DEC; II) 1-4738-04667 17. No Dredging or Excavation '-,No dredging, excavating or other alteration of shoreline or underwater areas is authorized by this permit, nor shall issuance of this permit be construed to suggest that the Department will issue a permit for such activities in the future. 18. \o Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. ' 19. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. 20. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses, etc.) immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 21. Temporary Mulch, Final Seeding If seeding is impracticable due to the time of year, a temporary mulch shall be applied and final seeding shall be performed at the earliest opportunity when weather conditions favor germination and growth but not more than six months after project completion. 22. No Interference With Navigation There shall be no unreasonable interference with navigation by the work herein authorized. 23. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 24. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters.or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the,State of New-York on account of any such removal or-alteration. 25. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments,fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. Page 4 of 7 t AM EW Y(,KfsjS'o1 L E DEPARTMENTOF EOVIRONM, Wi,- 6\SERVA'I'IO\ Facility DEC ID 1-4738-04667 26. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. '-\, o claim shall be made against the State of\ew York on account of any such removal or alteration. WATER QUALITY CERTIFICATION SPECIFIC CONDITIONS 1. Water Quality Certification The authorized project, as conditioned pursuant to the Certificate, complies with Section 301, 302, 303, 306, and 307 of the Federal Water Pollution Control Act, as amended and as implemented by the limitations, standards, and criteria of state statutory and regulatory requirements set forth in 6 NYCRR Section 608.9(a). The authorized project, as conditioned, will also comply with applicable New York State water quality standards, including but not limited to effluent limitations, best usages and thermal discharge criteria, as applicable, as set forth in 6 NYCRR Parts 701, 702, 703, and 704. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. ,2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. Page 5 of 7 NEW Y(�iit<S'i n i E DEYARTVIE\'I OF ENVIRON VI , I'At C U\SERVATIO\ Facility DEC ID 1-4735-04667 3. Applications For Permit Renewals, Modifications or 'Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony Brook150 Circle Rd Stony Brook,NY11790 -3409 , 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Excavation&Fill in Navigable Waters, Tidal Wetlands, Water Quality Certification. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit, c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions,,orders of the commissioner,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or Page 6 of 7 NEW Y�1KK S A i E DEPARTMEN'r OF ENVIRO\VI [AI.CONSERVATION � Facility DEC ID 1-4738-04667 intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or_civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item ID: 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. Page 7 of 7 NOTICE OF COMMEN*g CONSTRUCTION AM RETURN THIS FORM TO:COMPLIANCE OR FAX TO: 631-444-0272 Marine Habitat Protection E-Mail:dec.sm.R1 MHP_BEH@dec.ny.gov NYSDEC 50 Circle Road SUNY@ Stony Brook Stony Brook, NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE PERMITTEE NAME& PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS. TELEPHONE: Dear Sir: Pursuant to special conditions of the referenced permit,you are hereby notified that the authorized activity shall commence on _ We certify that we have read the referenced permit and approved plans and fully understand the authorized project and all permit conditions.We have inspected the project site and can complete the project as described in the permit and as depicted on the approved plans. We can do so in full compliance with all plan notes and permit conditions.The permit,permit sign, and approved plans will be available at the site for inspection In accordance with general Condition No. 1. (Both signatures required) PERMITEE: DATE CONTRACTOR. DATE__ THIS NOTICE MUST BE SENT TO THE ABOVE ADDRESS AT LEAST TWO DAYS PRIOR TO COMMENCEMENT OF THE PROJECT AND/OR ANYASSOCIATED REGULATED ACTIVITIES. FAILURE TO RETURN THIS NOTICE, POST THE PERMIT SIGN, OR HAVE THE PERMIT AND APPROVED PLANS AVAILABLE AT THE WORK SITE FOR THE DURATION OF THE PROJECT MAY SUBJECT THE PERMITTEE AND/OR CONTRACTOR TO APPLICABLE SANCTIONS AND PENALTIES FOR NON-COMPLIANCE WITH PERMIT CONDITIONS. Cut along this line X -X X X X X X NOTICE OF COMPLETION OF CONSTRUCTION RETURN THIS FORM TO:COMPLIANCE OR FAX TO: 631-444-0272 Marine Habitat Protection E-Mail: dec.srtt.RIMHP_BEH@dec.ny.gov Mir NYSDEC 60 Circle Road SUNY@ Stony Brook Stony Brook, NY 11790-3409 PERMIT NUMBER: EXPIRATION DATE: PERMITTEE NAME&PROJECT ADDRESS: CONTRACTOR NAME&ADDRESS: TELEPHONE; Pursuant to special conditions of the referenced permit,you are hereby notified that the authorized activity was completed on - We have fully complied with the terms and conditions of the permit and approved plans. (Both signatures required) PERMITEE: r^ DATE:.__._._ CO(!T IRACTOR, DATE: THIS NOTICE, WITH PHOTOGRAPHS OF THE COMPLETED WORK AND/ORA COMPLETED SURVEY, ASAPPROPRIATE, MUST BE SENT TO THE ABOVE ADDRESS WITHIN 30 DAYS OF COMPLETION OF THE PROJECT. n - N EW YORK Department of STATE of OPPORTUNITY Environmental onservation . N 0- TICE The Department of Environmental Conservation (DEC) has issued permit(s) pursuant to the Environmental Conservation Later for work being � conducted at this site. For further information regarding the nature and extent of work approved and any ,Departmental conditions on it, contact the Regional Perm' it AdMinistrator'listed below.,Please refer to the permit number shown when contacting the DEC. Regional Permit Administrator Permit Number1 -4733-04,667/00003 " � ��R��N,, , Expiration Date 1/4/2026 NOTE: This notice is NOT &permit c OVERVIEW CULT CONDITIONS a i r t isu remnant wood bulkhead— i >s ? { Ms.8.Hertz +ass K-ApKW— 170 CedarPoiiFart Souft1d NY 11971 .;r ————--— -— -----———- -——- --— r� 1sk- ,l-_;?�O A five buD tend / 2'— ----------------`i' ---Property line 9Y--S r --- ------ - LJ_i=l, —---- ------- --- l 3 m Sabelfi'sbulkhead :k?,PPO E , AS r'f �TERMS - .o ; ccgi©©v�T'�/ �NS O0 0 003 a( rte.o.sotew -� = 'lJ4'�7+ as �450 CePont EaSt � Y dar Se111101d N1/11971 ApHW,ApLW and Tidal wetland line delineated by C. Colefield on 02/24/19. 0 ft, 36 ft. 60 ft. 120 ft. Job Site: Application by: 280 Cedar Point Drive East Enviropermits Inc. Southold, NY 11971 441 Johnson Path 2. Replace in place an existing 96'bulkhead with a 96'navy GS 5000 vinyl bulkhead Bohemia, NY 11716 Applicant: elevated 127. FII an area 23x45'to proposed new bulkhead elevation 631-375-4534 John Zenk 3. Instal a 4%W grated boardwalk landward of the bulkhead. iv envir ennitS ahoo.corn Kings Dove 4. Replace one existing return with a 75'return on the westerly side. @y 5. Instal a 4'x16'beach access grated staircase and a 4'x6'cantilever grated deck. by Clay Colefield Riverhead, NY 11901 6. Place 15 cu.yards of dean fail landward of the bulkhead. DEC 7.-Instal a i t96'non-fertilized buffer area landward of the bulkhead,and replant with SCTM#1000-90-2-14.001I salt tolerant vegetation 12"on center. r wa$'br lard a Prepped oa-25-19,Revised atn 7rto.Revised o9-14-19 .003 Datum=Mean Low Water scnt.E 1 in=61A Oin. Page 1 OF 3 t t € istin remnant wood bulkhead- _ C' AN I � , PROPOSED ACTIVITIES I r �- Ms.B.Hertz -:9 —ApLW�j AQHW 170 Cedar Point East _ I j ,Southold NY 11971 nc� -- - f-- - - ---- ----- 'Property line `' iliN 71 reSEr^ —� ----- --- ---- --Install 4'x68'grated boardwalk - - -- • � `` ori tt$€Ei:f ..:: ?:.::['is Replace in place an existing 96bulkhead with a 96 rl=w?;;;€,` = Sg, rn' navy GS 9000 vinyl,bulkhead elevated 12". -j! • Viat. .iS � L24i d =Ifs=_.• .o O i i ,......,.::r; '° Err If n area`23'x46'to proposed En u`tt,ilftti;new bulkhead elevation as BPI Install 4'x16'grated beach access V ,4x6 r E'K"�:�lElrEttft+Eltll c? bo . '1r stairs and a grat�d Sanding. `- �� E,'tlE Eh}I: 1 r Y S®E C ApLWW-> 76 1� � ,^•'��+rq�E'=E" E � 7- APPROVED APPROVED AS PERTEFIM5 i -o—' P j 4 E+i,'t;�x Inslallali)'x9 ..n-ferldtzedbWfer area t a €€ra,I E'iE,ErE landward of 910 b+riktEead,and replant wdh c] ap i p rc f ;6 z t �'—"^ ca`rd EE tE E bEE� salt tolerant vegetation 12"on conle s� r ... I. Z �: EI 1t1t 1111 r r�pp / It h"Ill�IjE I t 4;'OgbCiJ ®0� 1 t; ',,jjjI,,E,+I 20' 12.5 v''i 9 T N�. �}-_-. A -� W-. �! `�(ir ti�Ei `� 24' 1 32t. f:EEE `E�E --- - -- --; ---_-------`w�' -` -- _ Property line ---- --- - t Existing vinyl bulkhead ApHW,ApLW and Tidal wetland line delineated by C.Colefield. I _ Ms-G.Scibelli 450 Cedar Point Easti I I buffer area Southold NY 11971 ®ft 1$it. 30 tt 60 ft Application by: Jab Site: Errviropermiis Inc. 280 Cedar Point Drive East 441 Johnson Path Southold, IVY 11971 2. Replace in place an existing 86'bulkhead with a 96'navy GS 9000 vinyl bulkhead Bohemia, fllY 1716 Applicant: i elevated 12". Fill an area 23MV to proposed newbutkhead elevation 631-375-4534 John Zenk 3. Instar a 4'XW grated boardwalk landward of the bulkhead. enviropermits@yahoo.com 160 Kings Drive r 4. Replace one existing return with-a 75'return on the westerly side. by Clay Colefield Riverhead, NY 11901 'S. Install a 4"Ae beach access grated staircase and a 4'x6'cantilever grated deck. 6. Place 15 cu.yards of dean fill landward of the bulkhead. DEC 7.Install a 10'x96'non-ferblized buffer area landward of the bulkhead,and replant SCTM#1000-90-2-14.001 with salt tolerant vegetation 12"on center. Machineryacows by land Prelp 0325.19L Revised 03/1720,Revised 09.1419 .003 Datum=Mean Low Mater sca.E lin=3f}ft.Oin. Pace 2 OF 3 CROSS VIEW, Neigfibotsbergdeea npLW PROPOSED ACTIVITIES — 96'vinyl Navy Bulkhead 4'x6' cantilever deck _ _ 1 ` o r 3t3' /I[{ C�j,�� al) 6'-0" 6'-0" ApHW a _ - 11 f lamp a -4 o5 dwal k�tandvVa'rHd_orf th' _- -- - - -- - - r •f ^'Y• - - ys'-� t"i,,.c- ""c<<•" .�.Yx9:.sY?z" - - _ _ �£.'t- _ _ 77 �. �A ea F-r rite 5', p 9 - - - _.. _ . . 0 --.....__. . _.. ... = •faotbuffer--area ----- - ------ - _._ � ....,_=--• "_"'=':�;�' _�-�=�,�- --..___s•. ._ � _-.___ _ .. :�cistin ;tie' - - -- 1 - .. ie .. __ ._"._._ _. -___ __.._ - _. .. _.. .. __ __..•.. till s SS ��11_ - - ..r_--................ ._......_. - .....___.._ - .._._. - .. ... ... ... .__Y_;',,?�T;'•w ' ® �'1'�-d�-d ___L ,.—_- -_•-35'Limit offil riQg iak, West_ side 75' return 4'X 6'cantilever deck 8"X 6"Wales 7s' - - Na�febor'sbuWeead - Newbslidxiadhei ht 35'Limit of fill -- " �, .� - -j, f Existing bulkhead height = ` Bdsfircg Ge-rods aced deadmen" t C�6 ' ;jam; , AI r Silt cloth I :lrl3 j i - 25' Shore Guard 9000 r3°tfflm _ 10"X 19x 30'a(e sheathing o 111L Sit. loft. 20 ft ApHW,ApLW'and Tidal wetland line delineated by C.Colefield. 96' Navy bulkhead with 10"x30'piles 6'o/c Application by Job Site: i Envit-opermits Inc. 1280 Cedar Point Drive East 441 Johnson Path Southold, NY 11971 Bohemiallow , .NY 19716 Applicant: -2. Replace in place an existing 96'bulkhead with a 9&navy GS 9000 vinyl 631-375-4534 John Zenk ; bulkhead elevated 12". Fill an area 23'x45'to proposed new bulkhead elevationby Clay CO 160 Kings Drive ; 3_ Install a 47X9&grated boardwalk landward of the bulkhead. /efl a/Cj Riverhead, NY 11901 s 4. Replace one existing return with a 75'return on the westerly side. - 5. Install a 4'x16'beach access grated staircase and a 4'x6'cantilevergrated deck DEC 6. Place 15 cu_yards of clean AN landward of the bulkhead_ SCTM#1000-90-02-14.001 Machinery access by ' 7.Install a I MA9&non-fertilized buffer area landward of the bulkhead,and replantland and sea Prepared03-2&19.Rmsed 03H 20,Revised 09-1419 .003 with salt tolerant vegetation 12"on center. Datum = Mean Low Water scam lin=-10ft.Oin. Page 3 0173 YX CORPORATION, PARTNERSHIP, LIMITED LIABILITY COMPANY OR OTHER BUSINESS ENTITY y- Autliotlizinff l esolution Date: 2/1/2021 Town of Riverhead 200 Howell Avenue Riverhead,.NY 11901: To Whorh ft May-Concern: l;(name) John Zenk am the-(title/position) Member of(name°of LLP, LLC, Corporation or other. Business Entity) Andrea Court Property Holdings, LLC, The Members of theare: John Zenk (Narne)- : (title/position) Member Address: 160 Kings Drive Riverhead, NY 1.1901. -Phone # 631-727-3064 (Name) Georgette Lank ; (title/position) Member .Address: 160 Kings-Drive Riverhead, NY 11901 Phone#_ 631-727-3064 (Name) : (title/position) Member Address: Phone # Pdrsuant to a vote ondate - 2/1/2021 ( } , (name of ILP, LLC, Corporation or other Business Entity) Andrea Court Property Holdings, LLC , has authorized (name)- John-Zenk to act as an Agent for (name of LLP, LLC, Corporation or other Business'Entity) Andrea Court Property Holdings, LLC with respect to all matters.with the Town of- Riverhead and is authorized to sign all documents, agreements, etc. on the behalf of(name of LL-P`, LLC, Corporation'or other'business Entity) Andrea Court Property Holdings, LLC Should you have-,any questions, please feel free to calf me at ( ) 631-727-3064 Very truly your (Signature and title/position) PLEASE NOTE: C R4 TE DOCUMEAITS SHOWING FILIAIG AfUST BE SUBMITTED tfIITlf APPLICATIOX (2) f ozm - a+tzar os vat z,az naz maces tP,O rR t.ayc) $ r0 re Sa1THOLD is re ' -- aaAlcl — U � «� 1Rw♦ t rv, 1 u ♦ R .. rw..♦ rM '. I a U at r: 13 O - CFO SOUT„Otp'�_ Po"', r ..r x.a4q - y � 4 uNE _. ,w 9 FSA .__m ♦ r., rw 1e P i.r # ..... W nrxx.va.uw -_..I.bycl _ '•/' TOMN OF �� N _—__ � Ie � i L xe h Rq„ SaITHOLD ♦ `V .n M aw O (501 4 mI zs +s z, xx __ _= Pr1 a !t.N(c) _ r H ---- - - : , , r. NECK BAY R E �� _ Yje 21 « NonCE COUNTY OF SUFFOLK © K SM-OLD SECTIONNO E _.,._ - l.,) __.__ _ _ _ °y��i.,� Real Property Tax Service Agency v ria ..,....r.. .. DwMY GmRr N,amx .xv,tYot M O9O D res.. n w rxrn„w .n V rmcr x0 1000 PROPERTY MAP OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: February 9, 2023 Re: LWRP Coastal Consistency Review for of ANDREA COURT PROERTY HOLDINGS, LLC, c/o JOHN ZENK SCTM#1000-90-2-14.1 Wetland Permits 9840 mentions a 14'wide non-turf buffer in total against the bulkhead. The preservation and addition of native drought tolerant vegetation in the buffers is recommended to further Policy 6. John D. Rosebery, Architect on behalf of ANDREA COURT PROERTY HOLDINGS, LLC, c/o JOHN ZENK requests an Amendment to Wetland Permit#10042 for the demolition of existing one-story dwelling and construct new 60'x48' irregular shaped two-story dwelling with garage under at elevation 6.1 and first floor elevation at elevation 15.1 in lieu of originally proposed elevation of 13.8; a 5.5'x18.5' covered porch; proposed 57'x20' seaward side irregular shaped deck with a 10'x30' swimming pool with 5' depth, and a 8.6'x3'width deck stair at the rear entry to the dwelling; construct an 8' long by 18" high retaining wall along west side of seaward side deck extending from exterior basement wall to top of deck stairs; construct 7' long and 5'wide front entry stair; install 100 cubic yards of fill for the new I/A system; and to establish and perpetually maintain a 10'wide Non-Turf Buffer along the landward edge of the bulkhead. Located: 280 Cedar Point Drive E., Southold. SCTM# 1000-90-2-14.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposal is CONSISTENT with LWRP Policies and with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney OFFICE LOCATION: �� , ' MAILING ADDRESS: Town Hall Annex �� l � P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY 11971 �� Telephone: 631 765-1938 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: October 14, 2021 Re: LWRP Coastal Consistency Review for ANDREA COURT PROPERTY HOLDINGS, LLC, c/o JOHN ZENK SCTM# 1000-90.-2-14.1 John D. Rosebery, Architect on behalf of ANDREA COURT PROPERTY HOLDINGS, LLC, c/o JOHN ZENK requests a Wetland Permit to demolish existing one-story dwelling; construct new two-story (60'x45' irregular shape) dwelling with a 20'x54' deck to rear with a 10'x30', 4' depth swimming pool within; proposed dwelling is a total of a 3,567sq.ft. footprint with four(4) bedrooms; and to abandon existing sanitary system and install a new IA/OWTS sanitary system. Located: 280 Cedar Point Drive E., Southold. SCTM# 1000-90.-2-14.1 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is INCONSISTENT with the LWRP Policy 4 and therefore INCONSISTENT with the LWRP. 1. The proposed larger dwelling and pool are entirely located within the FEMA X (moderate risk of flooding) and AE EI 6' flood ,zones. Increasing structure within these areas are unsupported due to probability of damage and loss over time due to storms; including hurricanes. The maximum setbacks practicable should be applied to mitigate storm impacts. dh 2£fa, W IN N p� sN ^ i/ ,i � I rvlJwa 'P Prl h! d 'Nr ? i Gr�pr, w� u a r D ^IJI' rJh il ny iu �q 4. 'J�"�/r"',:..�N `� J'"�/�I✓�/�,r6�� /��W^ / � � I �N'1/SI �,��,Ulh ��r^r,�� ,,�ryVI �„�i N n � Wr�ti %� �/ �r d" 4p��q�%lnu� ,,I ,/)✓� �{ � ��, �, �� . 4°, p :�'" f/ti`"�'"r� � ��Ne„jY�,� 1��, �/f�l ,I Yk �l✓ rr (�G ,�, �,r � �//,,{�g ��r/JJ >/ //�,✓✓Jr r/; :' ,lc / rj J 1/ ,/,�':I a�Y ,ar: !�„>tlP�,n �,r J a tr'?/��1./� / //;// /I r ;s�+” �' +d�✓ n 6�1N I r,� /I / /;� ,NY 9,N r,. r � �'� ', �✓,�yr a � NI r mi / ,,, a �/%/ i//%fi/�/�/� /� �,; r Jrr ,,�Pj/. Jl� I In 7 nr / J � / ✓� '', i u � °,, dih ' "�w � �r„rw,��;nrF, r ',' r '», '�/ l�/r � %/�lrr,/��y�%%/, /,l „w=, /, <•Nl;�r{,r,_/ „/ !„i�,; yi �r.�,, r`*j,rJ'Ni '�� ,,,:: h?^rr,r6 a wm,,� ,�r J f ,:r„d� 1 „„n'�m un� „, df'P,.. r,, dr/// ,//f �/1,�/ r1� !¢ i^ l/ n,, ✓l I D �!P � ?�' ��,, �, ,/r-�� JJ Ni c, ✓ /,, �/,i I�I r„c J, r Nma dN�u'�W„,r� ��f�w'd W�' y' 's. !d'�' IVB' I�'I�;%/r?;s��FA%j �,N`,i�y� N''Pld % r Jf��'r��lJ;,VJ�vlWinC!0 fl� �r,Mei,"4+r'u%wlwv„uN;✓/Ir,'2u/iiJiG�I(rJ�� 9�"` '��9W'I� ;VN'� I � VV� ��r��A%�r,/�I IN'J(- ! u ✓.;rrr r 9r�,�„%r0//ry J� a 6,a( /i 'PJr4 ,PN ,P,'wrwiw;w ium / r a>r. �'I�bA��rr,��eru�tlY wfA,��drl 1 X m y./aalrpr yr'),""J, � ululr'° UIM"`u"i'”' , � Y Figure 1. Subject parcel (center). The installation of a I/A OWTS is recommended as CONSISTENT. 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 ,%jSf el Peter Young,Chairman Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., October 13, 2021 the following recommendation was made: Moved by Carol Brown, seconded by Maggie Merrill, it was RESOLVED to SUPPORT the application of ANDREA COURT PROPERTY HOLDINGS LLC, C/O JOHN ZENK for removal of the existing one-story dwelling, construction of a new two-story dwelling with a 20'X 54' deck to rear with a 10'X 30' 4' depth swimming pool within. Proposed residence is 3,567 sf. with four (4) bedrooms. Located: 280 Cedar Point Dr., Southold. SCTM#90-2-14.1 Inspected by: Carol Brown, Maggie Merrill The CAC Supports the application and recommends every effort be made to build all proposed structures in accordance with FEMA standards. Vote of Council: Ayes: All Motion Carried Town Hall Annex Glenn Goldsmith,President rj� S (,�f—„-, 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 John M.Bredemeyer III iris,` Southold,New York 11971 Michael J.Domino. ' Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 c®� ' . BOARD OF TOWN TRUSTEES' TOWN OF SOUTHOLD - This Section For Office Use Only Coastal Erosion Permit Application E E a V E Wetland Permit Application ® L5 lam! Administrative Permit Amendment/Transfer/Exten O, 6 —Received Application: `6�` Received Fee: $ , "Completed Application: g ZG• - soutrolaown Incomplete: Board of Trustees SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Cordination:(date sent): PDatje of IWRPonsistencyAC Referra :lSent:nspection. • Receipt of CAC Report: Technical Review: Public Hearing Held: •� Resolution: Owner(s)Legal Name of Property (as shown on Deed): h n ZeA l� Mailing Address: ` (0 0 ICI!n Yom ._ 11� 0A 'j ��I Phone Number: (O?J - 1�P`� . o Suffolk County Tax Map Number: 1000 - - - 2 Property Location: 2�20 e r c,t n TY'ty'o. 3b o t c� N Lf ', l otl l (If necessary,provide LILCO Pole#, distance to cross streets,and location) AGENT(If applicable): o�0 � � o0,GL4 f Mailing Address: (02,9 CC; I O,A AYCJ�Lb— I'll I76o Phone Number: �J - Email: (9s6e ® rz) �1 Board of Trustees Appli__zion GENERAL DATA Land Area(in square feet): Area Zoning: IZ-4o Previous use of property:, ke's-t Ck1 Ce Intended use of property:- Q2 ,S JLA CQ, Covenants and Restrictions on property? Yes � No If"Yes",please provide a copy. Will this project require a Building Permit as per Town Code? ✓ 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 '� No If"Yes", please provide copy of decision. Will this project require any'demolition as per Town Code or as determined by the Building Dept.? , .Yes No (,S(&,ePQP� 40 be. !'e(n0v'old Does the structure (s) on property have a valid Certificate of Occupancy?_ _ Yes No Prior permits/approvals for site improvements: Agency Date 9L Ta 21 08e ad g. aoz( No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency?-No Yes If yes,provide explanation: Project Description(use attachments if necessary): P�C)Va( D& 4QCL6�145 1-940ry �f�-_,c_4 5 l Creg v(as, u/4 CL 2-o'y Derlk- f?o �tZar' w r+-h c-1 10k10' 4` rk-A Salm(1Wnci r5 35�� 91-�+ w lf( 4 Board of Trustees Appli".�a,:ion WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: (2011. r✓Cfi0 n of ')e-W %a 16"de 2 • ��°� 3S (� ,�!� , (�✓jariVQwasQM_e' 1)v) e aS e�c1z:�,n Q, Vi to !rm o re-i T/A ScJ� 11-6 rL, -s 4e s4 epi Area of wetlands on lot: 2+ 2 square feet `110W IL e+10Ad S Percent coverage of lot: % Closest distance between nearest existing structure and upland edge of wetlands:26- feet Closest distance between nearest proposed structure and upland edge of wetlands: 75- feet Does the project involve excavation or filling? No tl Yes If yes,how much material will be excavated?_ 0 cubic yards How much material will be filled? 100 cubic yards Depth of which material will be removed or deposited: `L. feet Proposed slope throughout the area of operations: I I n X29 6 Manner in which material will be removed or deposited: N-A-e1 cok t w r I I b e rem 0Va-3 JY Eadk o a dto ce-c-4 +r V C L5 f Pill i-b be chek ✓Veda bH + 'L.�cts v actA c n d uVe l d &I 3 I ( deet 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): ` ' R I-f_55Q_r M O'CA 0 0 vt(�flw)d S %--hy) a CM VQA ho 11 (3 1 SH s� r 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part 1 -Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part I-Project and Sponsor Information Name of Action or Project: Project Location(describe,and attach a location map): SC-TM KjO. '?, 0 CQ'ckc'f ` o to V D -(W- I So At>{k K) Brief Description of Proposed Action: 11afnova.l of sft/ � reslc9e�cQ, construc ca99-w 2-s 40 em res A_nCa 1 z 4SI to v tot K_S¢` cl ectc. +o neo Name of Applicant or Sponsor: Telephone: h A E-Mail: Address: J (v o V-t 5 -D rIVQ . City/PO: State: Zip Code: 'Rivox Kea a I ►J 119-7t 1.Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: ❑ v01-n OF 90VA01A kPafJO-& �rAt� 3.a.Total acreage of the site of the proposed action? acres b.Total acreage to be physically disturbed? (7 _!,Lb acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? e;— acres 4. Check all land uses that occur on,adjoining and near the proposed action. ❑Urban [:]Rural(non-agriculture) [:]Industrial ❑Commercial Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic ❑Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a.A permitted use under the zoning,regulations? ❑ ® ❑ b.Consistent with the adopted comprehensive plan? ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape? ❑ 12 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES _ If Yes,identify: - [X ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES 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? Is ❑ 9.Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: �( 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: C] 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wa tewater treatment: �' s .S�cS�Q fr1 ® ❑ GS A �!' v _ a 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? © ❑ b.is the proposed action located in an archeological sensitive area? ® ❑ 13.a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO _YES—, wetlands or other waterbodies regulated by a federal,state or local agency? ❑ 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: 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 ❑Agri cultural/grasslands ❑Early mid-successional ❑ Wetland El Urban Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? 9 ❑ 16.Is the project site located in the 100 year flood plain? /� r, NO YES A� 'W 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, a.Will storm water discharges flow to adjacent properties? �NO YES F1 rVILCJ b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: F-JNO X]YES r/ Page 2 of 4 18.Does the proposed action include construction or other activities that result in the impoundment of NO YES water or other liquids(e.g.retention pond,waste lagoon,dam)? If Yes,explain purpose and size: 19.Has the site of the proposed action or an adjoining property been the location of an active or closed ��l YES solid waste management facility? If Yes,describe; 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: I AFFIRM THAT THE INFORMATION PROVIDED ABOVE IST E AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applican ne- L17011S�1-I Date: I Signature: Part 2®Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part I and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate small to large impact impact may may occur occur 1. Will the proposed action create a material conflict with an adopted land use plan or zoning regulations? Ef F 2. Will the proposed action result in a change in the use or intensity of use of land? I A 3. Will the proposed action impair the character or quality of the existing community? El 4. Will the proposed action have an impact on the environmental characteristics that caused the establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or affect existing infrastructure for mass transit,biking or walkway? 6. Will the proposed action cause an increase in the use of energy and it fails to incorporate reasonably available energy conservation or renewable energy opportunities? —41 7. Will the proposed action impact existing: LLJ a.public l 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 t4oderale No,or I to Merge small i t mpac impact may may occur occur M Will the proposed action result inarm increase in the potential for erosion,flooding or drainage problems? 11. Will the proposed action create a hazard to environmental resources or human health? IZ D Part 3-Determination of significance. The Lead Agency is res ponsibile fort a completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur",or if there is a need to explain why a particular element of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts. Part 3)�should also explain how the lead agency determined that the impact may or will not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for short-tenn,long-term and cumulative impacts. Check this box if you have determined,based on the in'fornianon and analysis above,and any supporting do—curnentation], 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. Town of Southold-Board of Trustees 1312-1 Name of Lead Agency Date President Print ci I Ype Niainie of c vonsihle Officer in Lead Agency title of Responsible Officer 4- W Officer in Lead Agency Signature of Preparer(if different from Responsible Officer) PRINT Page 4 of 4 f � Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) l/We, Acen aur U4 9 3 owners,of the property identified as SCTNl# 1040-_ ® - in the town of ac Dr1w So New York,hereby authorizes Jb�n ?ae-)L 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' waer's Si Property Owner's Signature SWORN TO BEFORE ME THIS �L'� ' DAY OF RUQUSA ,20 ZI . No blic EMILY TOTH,NOTARY PUBLIC ` STATE OF NEW YORK,COUNTY OF SUFFOLK REGISTRATION No.01TO6357154 EXPIRES 04/10/20 i J Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, Z, -- owners of the property identified as SCTM;# 1000- ® 2 M - in the town of New York,hereby authorizes 00 k4 �� r �? to act as my agent and handle-all .necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees for this property. n,b Prope er' Si tore Property Owner's Signature SWORN TO BEFORE ME THIS 1 DAY OF _ Jf�US�" 12C Z Notaryblic EMILY TOTH,NOTARY PUBLIC STATE OF NEW YORK.COUNTY OF SUFFOLK REGISTRATION No.01TO6357154 EXPIRES 04/1012015 Board of Trustees Appli�w." ion AFFIDAVIT _ —0h �- BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signaftof Prope caner Signature of Property Owner SWORN TO BEFORE ME THIS J 2 DAY OF j20 2 MORGAN E BRETT Notary Public-State of New York No.OI SR6409904 Qualified in Suffolk County Notary Public My Commission Expires 10/13!2024 APPLICANUAGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on thc�part ofto"vo officers and employees.The pumose of this form is to provide info ' ation which can alert the town of possible conflicts of interest and allow it to a whatever action is necessary to avoid'same.�^ YOUR NAME: _ �J'[� 107Ill o�L�JP�H ' `� tZc�l (Last name,first name,middle initial,unlessyola are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other,name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)-have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a'business, including a partnership,in which the town officer oremployce_has even a partial ownership of(or emliloyment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO V If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicantlagcnttrepresentative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the,shares of the corporate stock of the applicant (when the applicant is a corporation)'; B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this of (sr 20--Z,-( Signature Print Nam Form TS 1 r �k �• �� APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southol is Code of Ethics prohibits conflicts of interest on the cart of town officers and emalovees The nurpose of this form is to gEavide information which can alert the town of possible conflicts of interest and allow it to take Whatever actin rs necessary to avoid same. YOUR NAME: v v h n Z erN (Last name,first name,ipiddle Initial,unless you are applying to the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Building Tax grievance Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other",name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest'means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO 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 i%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B) terest in anon-corporate entity(when the the legal or beneficial owner of any in 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 day f S ignature Print Name _ / Form TS 1 r c�� 2�) >> 4 �i- FQ(� Glenn Goldsmith,President Town C�G• Town Ball Annex A.Nicholas Krupski,Vice President °�� 54375 Route 25 John M.Bredemeyer III y = P.O.Box 1179 Michael J.Domino 0 Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 27, 2021 John D. Rosebery, Architect 1029 Sipp Avenue Medford, NY 11763 Re: Board of Trustees Application of Andrea Court Property Holdings, LLC, c/o John Zenk 280 Cedar Point Drive E., Southold SCTM# 1000-90-2-14.1 To Whom It May Concern: You are receiving'this letter as notice that, in accordance with the Governor's Executive Orders, this application is now scheduled to-be heard by the Southold Town Board of Trustees via a combination of an in-person meeting and videoconferencing on Wednesday, October 20, 2021 beginning at 5:30 P.M. Please continue to check the Town's website as the meeting date approaches for the latest meeting agenda and videoconferencing information. Enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy of the informational notice along with all other required paperwork to each of the adjacent property owners. Please keep a copy of said informational notice for your records so that you can access the meeting in order to have a conversation with the Board during your application review. ery Truly Y urs, Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President �pSOFFO(,t'eo , Town Hall Annex A.Nicholas Krupski,Vice President j�o Gym 54375 Route 25 John M.Bredemeyer III y P.O.Box 1179 Michael J.Domino �y ® o��y�r' Southold,NY 11971 Greg Williams dol« � Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESDAY, OCTOBER 20, 2021 at 5:OOPM & 5:30PM TOWN HALL MAIN MEETING HALL AND VIA ZOOM ONLINE PLATFORM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, October 20, 2021 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. The public is invited to attend the meetings either in person or virtually via the Zoom online platform. Masks are required at all times when inside any of the Town Buildings. Written comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.gov and diane.disaivo@town.southold.ny.us. Said comments will be considered at the public hearing provided that they are submitted no later than 12:00 P.M. (Prevailing Time) on the day of the public hearing. The public will have access to view and listen to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. Further details about how to tune in to the meeting are on the Town's website at https://www.southoldtownny.gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM —4:OOPM. Options for public attendance: • Online at the website zoom.us, click on "join a meeting" and enter the information below. Zoom Meeting ID: 843 4487 8128 Password: 533831 • Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. To view the application files please visit: https://www.southoldtownnV.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. Glenn Goldsmith, President Town Hall Annex Glenn Goldsmith,President O�pSQGFO('��OG Town Hall Annex A.Nicholas Krupski,Vice President �� yJ, 54375 Route 25 } John M.Bredemeyer III y P.O.Box 1179 Michael J.Domino 0 Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BE ADVISED — AS PER CHAPTER 55 NOTICE OF PUBLIC HEARINGS Failure to submit the following originals to this office by or no later than 12:60PM the day prior to the scheduled Public Hearing for your application will result in a postponement of said application. This office WILL NOT contact you to request said information: • All original white & green certified return receipt mail receipts stamped by U.S.P.S. • Completed original Proof of Mailing Form Failure to submit the following originals to this office by or no later than 12:OOPM the day of the scheduled Public Hearing for your application will result in a postponement of said application: • Original Affidavit of Posting form — DO NOT COMPLETE SAID FORM UNTIL THE GREEN SIGN -HAS BEEN IN PLACE ON THE PROPERTY FOR AT LEAST SEVEN (7) FULL DAYS. Sign the form on the eighth day that the green notice of hearing sign has been up on said premises. All green signature cards related to said application that were returned to your office should be either dropped off in our "Trustee drop box" or mailed into our office whenever they are received. These cards are not required prior to the Public Hearing, unless specifically requested for by this office. This specific requirement is subject to change. Board of Trustees Appl. tion PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: - • I 9o� a 90 -3- 1 PIS CA-S'e- 90 + Of- CCS C�- � - f a receI'vr— Oe Leel N�Mss � ccnd /hai I►�S CcU i e55-Cs oP Ae �r4-y �ux MV Nunes STATE OF NEW YORK COUNTY OF SUFFOLK residing at being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at ,that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of , 20 Notary Public Glenn Goldsmith, President Aja Town Hall Annex �fFQ( � A.Nicholas Krupski,Vice President ;FOS kC�� 54375 Route 25 John M.Bredemeyer III P.O.Box 1179 Michael J.Domino Southold,NY 11971 Greg Williams p n.,r' Telephone(631)765-1892 '�Ol P4 Fax(63)1)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of ANDREA COURT PROPERTY HOLDINGS, LLC, c/o JOHN ZENK COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL THE POSTING HAS REMAINED IN PLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE— COMPLETE THIS FORM ON EIGTH DAY OR LATER ,Arc c4r I, —J—0h 61 V. P056F af�l Q , residing at � .5 k�e&i S�; being duly sworn, depose and say: That on the®vt4'day of 06—o W , 20 Z( , I personally posted the property known as f ' f T .Se r14 t✓U Dv o�-2-t�=1 AAAreaL � G(�' � i JI`�`��o�� da r/�•jt' Ilei A4. f't P'jy by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, October 20, 2021. Dated: C 6Q-r 10 ! 2?OZ1 gnature) S)om to of re me this 3Not y ofALLISON C.BROWNNdWy Pubft.State of NewYak No.OJBR5043241 (qualified en Sufbk CIWy Public Cmnhsbn 48- . { 1 l .. it I �� , ZNR �a NOTICE OF HEARING NOTICE 15 HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees both in-person and via the online Zoom platform. OWNER(S)OF RECORD: ANDREA COURT PROPERTY HOLDINGS,LLC,c/o JOHN ZENK SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing one- story dwelling;construct new two-story(60'x45'irregular shape)dwelling with a 20'x54'deck to rear with a 10'x30'.4'depth swimming pool within;proposed dwelling is a total of a 3,567sq.ft.footprint with four(4)bedrooms;and to abandon existing sanitary system and install a new IAIOWTS sanitary system. Located:280 Cedar Point Drive E.,Southold. SCTM#1000-90.-2-14.1 A TIME&DATE OF PUBLIC HEARING: Wednesday,October 20,2021—at or about 5:30P.M.—Either in Person or via ,i Ey ZOOM.To access the Zoom meeting please we the meeting agenda located in the Trustees section - - >"r of the Town website. If you have an interest in this project,you are invited to view the Town file(s) - d. through the Southold Town website.To view the application tiles please visit: , I https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the lw second button from the right"Town Records,Weblink/Laserfiche";go to bottom of page and click on "pg.2';click on"Trustees"folder;click on"Applications";click on"Pending";all files are listed by h name in alphabetical order.Click on the name of the application to view the file. I BOARD OF TRUSTEES`TOWN OF SOUTHOLD`(631)765-1892 Rosebery Architectural Studio John D. Rosebery Architect, PLLC Phone: (631) 730-1262 1029 Sipp Avenue, Medford, New York 11763 Fax: (631) 730-5476 E-mail: ❑rosebe!y0-optonline.net Cell Phone: (516) 449-1409 Letter of Transmittal ��,,�J ' �+L L/ TO: TOWN OF SOUTHOLD BOARD OF TRUSTEES ; OCT 2 0 2021 ADDRESS: SOUTHOLD TOWN HALL ANNEX, 54375 MAIN RD. Somlll dd lclown P.O. BOX 1179, SOUTHOLD, NY 11971 ,- ATTENTION: ELIZABETH CANTRELL, DIANE DISALVO SUBJECT: APPLICATION FOR JOHN ZENK, 280 CEDAR POINT ROAD, SOUTHOLD, NY. SCTM NO. 1000-90-2-14.1 PROJECT NO: 2018-45 DATE: 10/18/2021 CC: We are sending you the following items: x Attached Under separate cover via delivery the following items: Revised plans Copies Date No. Description 1 10/18/21 5 Proof of mailing notice with return receipts received to date 1 10/18/21 2 Proof of posting 7 days after completed, with pictures These are transmitted as checked below: X For Approval Approved as Submitted Resubmit copies for approval X For your use Approved as noted Submit copies for distribution As requested Returned for Corrections Return corrected prints For review and comment For Bids due date: Prints returned after loan to this office. Remarks: The property is being staked out, and we acknowledge the adjournment to November 171. Please see attachments. If there are any questions or concerns, please call this office. Signed: xtw'0' _J t6 J c Rosebery, AIA Archit ct I Barbara Herz Gabriel Scibelli Living Trust 2012 Irrevocable Trust 33 Acorn Drive 265 Cedar Point Drive East 11 Fifth Avenue Apt 6G ` North Hills NY 11576 Southold NY 11971 New York NY 10003 i ' Postal • ® TM CERTIFIED o RECEIPT , o . ru .. . — m - Ln Domesiic�Ivjqil- IV „ ni 05 - t, P L U r0Conified Mail Fee 7 � -0 �'�.�7-' _ , � Certified mail FeeEr $ $3.75 5 rU Extra Services&Fees(check box,add fee aeppo R RT 3 y�, ❑Return Receipt(hardcep� $ - '"'^s,��fIL Extra Services&Fees(checkbox,add/eegs�ppr'gp'r/ate) , (u I"1 R ❑Return Receipt(hardcopy) $ p(,,f_li-I � ❑Certified Receipt $ POStrriatk - p i - ---- - - -- r1.1 El Return Receipt(electronic) $ f I 1„III I ❑Certmed Mall Restricted Delivery $ Here � � Postmark � ❑Adult Signature Required $' i C3 ❑Certified Mall Restricted Delivery $ re ` C3 -" ,, El Adult Signature Required $ ti ❑Adult Signature Restricted Delivery$ +„ e � ry )'I,II1,1 O ®� 021 []Adult Signature Restricted Delivery$ 3 Postage �1_I,c` tl r3 Postage ' CD ti Saving lD�,ive ust n, Total WAcorn briel Scibelk, 10.rf+5-/'Jt1 i 265 Ce ar oint East ru $7Ir $ Drive - r-9 Southold NY 11J1 ______________ Er Sent, - - - o -------- North Hills NY 11576 -' --------- I I ic 11,03. Postal�Sery � S f , A Q' A•1pestic Mail 0 ,n Certified Mad Fee $6.75 073 -. -..._._ ... 1'11 Extra Services&Fees(checkbox,add/eeq�pre{ te) 2w ❑Return Receipt(hardeopy) $ OE]Return Receipt(electronic) $ 5 P299O []Certified Mall Restricted Delivery $ I 1„111 Here 1 O [:]Adult Signature Required $ 1 a A@ ❑Adult Signature Restricted Delivery$ p Postage 1„1,c ��` CO $ `_ '" ti TotalP� ^� $7,�arbara Herz 6WWJ�g9 $ 2012 Irrevocable Trus Er sent re OSae is 11 Fifth Avenue Apt 6G ; �--------- New York NY 11003 cry,sn I r f , -RUNOW5121M, N1111101 X, • A. Sign 'f .w`""' Agent ■ Complete items 1,2,and 3. [3 Addressee � ■ Print your name and address on the reverse X noted Name C.Date of Delivery so that we can return the card to you. g, Received by(P' J I ■ Attach this card to the back of the mailpiece, 12 1 E-P-- S ❑Yes or on the front if space permits. , re t from item 1? D. Is delivery addrl d ads below: [2 No 1. Article Addressed to: _------ If YES,e '��e" ��' g Living Trust---- ^--~ �..,",I �° ., .� 202��U 1 1 Soo c pCT 265 Cedar Point Drive East -Southold NY 11971 5 ❑Priority Mail Express® 3. Service Type ❑Registered Mall" III'IIIIIIII�IIVIIIIIII DAdult Signature IIIIIII'I I'll 111 II�II ❑Adult Signature Restricted Delivery �Registered Mail Restricted ®Certified Mail® ❑Return Receipt for ,i 4864 9032 4745 19 0 Certified Mad Restricted Delivery Merchandise l 95909402 ❑Collect on Delwery ❑Signature Confirmation"m ❑Collect on Delivery Restricted Delivery 0 Signature Confirmation rI Insured Mad Restricted Delivery 2. Article Number(transfer from —label. I Insured Mail Restricted Delivery,, ,7 019 "2 2 8 0 '11002 .2967, 7132 I(over$5oo) Domestic Return Receipt ; PS Form 3811,July 2015 PSN 7530-02-000-90-53CMPLETE THIS . . ?ELIVERY o i, 'Signature ■ Complete items 1,2,and 3. c;�, 0 Agent ■ P(ntyour name and address on the reverse X y?.F; ❑Addressee yl so that we can return the card to you. g, Received by(Prin¢ed Name) C. Date of Delivery '} )I E_Attach this card to the back of the mailpiece, or on the front if space permits. D. 1. Article Addressed to: -, Is delivery address different from item 1? ❑Yes If YES,enter delivery address below: 0 No - Gabriel Scibell iy, 33A corn D,rv_e ,. North HilliM-';;1.I1.576 ❑PriorityMail Express® v y a.. Ill 3. Service Type II 1111111 IIII III Illi III I II I II IIII I I I I II I I I 1-jAdult Signature D Registered MaITM ❑Adult Signature Restricted Delivery ❑Registered Mad Restrictedl :t' r ®Certified Mail® Delivery T ❑Return Receipt for 9590 9402 5800 0034 9910 41 El Certified Mail Restricted Delivery Merchandise, a= ❑Collect on Delivery 0 Signature ConfirmationTM 0 Collect on Delivery Restricted Delivery 0 Signature Confirmation I -� 2. Article Number(Transfer from service label) _____ n 1—fired Mail Restricted'Dehvery - -_ - red Mad Restricted Delivery 7019 2280 0002 2967 7125 �r$500) Domestic Return Receipt PS Form 3811,,. my 2015 PSN 7530-02-000-9053 NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: ' r 1 c/o John �(� - An',r2C Co Vlt 440 �cJl r!) qs SCTM# /(Do 6 , 2c) - 2 - l4- YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Co^s+F v o�_ a �4v r y I PaM 4 (CT K251 d&7CQ_ IN i f� -th- >F Q)c t sh nn Cl') (l Goll �f rUC7J n c�� VIIch2�oQ 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 2 0 gado F 'F"o 14 f O- `Dr(cam. 00A"W Nye uqo l -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: DCio bey o? 62-1 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. PROPERTY OWNERS NAME: A H00Ac1v c/o 7, Zen k MAILING ADDRESS: 1(.P6 KtActS fly c J 0 I1 0 PHONE#: Cn-b(- - 00Z AGENT: o {MAILING ADDRESS: 10 v 4 ve- r N3 PHONE #: �- Enc: Copy of sketch or plan showing proposal for your convenience. Q 7-39" �N —--- l 739 \C� acv LOT AREA=35,914SQ,FT. N A + s 6315. 44� \� S/71' f08ALlIM41rt�M12-1w4aamx sz,\ / 31' aravw�su•arortaeow nr arArt oar, ncwru p %w��e7.c un�waawu sm ' REMAIN AREA NATURAL 3 + \ lB 486" AREA TO REMAIN 1 AL UND157tFam \ I \\ a.76' UNDISHATLIUNDIS4 TURBID 3 6+\ Loov 6 \ 4 56' / ZONE a 44'4,6 }�k \ 4 3e• CONSIDERED A PART OF `6D / r�AL aro O `R 'MIDWAY INET' \ ACCORDING TO SUFFOLK / COUNTY 615 / 41 4 FA.5'OL AREA OF DISTURBANCE \ FWSHWA7E 7606 5OF7 ` DETAIL - %,�` 4I BOLPmVFILAND ART AT 7 DRAAINS. CONKVR AS - -_ 2 5•` g 3• _ 6'0 X 2' EE PROVIDE PERENNIALS f DETERMINED50M BY - '"_ D� AS PER DETAIL MYSOEL ON �EAGHI v �# PROVIDE 4 KOUSA 6A6R0I"""" ( a47'DO&ADOD56'HT 15' GAL Ii laJ AREA of asTUReANCE (n6o6:sF1 DEEDED,`- - - YZ / I REMOVE TREES IN T1415 AREA A5 8.014.LIBER s �., i RELURED FOR 1WTALLA11ON OF SYSTEM 69 P5 543 Zee& / a4, 4 44 TOO FEET FROM FREswIATER 1417tH YETLAND5 VEGETATION TO BE ALTERNATETCH :s• 4 CLEARED OF OISTLFBEO W THEN THE 5 J.6' AREA LF DISTURBANCE ONLY,AREA Y A Old 6 OI5TURSED WITHIN 100 FEET OF THE 6 EA.WOG 4Y' r De'hl / YETL.AL875 5.450 SOFT, 4'—AVEW d F STABILIZE SOILS SEED WTH MAPLe 6'Hr. IQ b h g NON FER71LIZER DEPENDENT r cAR / • 3 _ _ RYE-FEswE MIX &XIO•TEMP s FOR TOOL STOWAGEv E - F a 2.6' EXCAVATE LOAM!FINE SILTS/SAND INSTALL WATER LINE, a,7' d � �3 OUi OF TRENCH EXCAVATION M SHADED REMOVE AFT a �) AREA UNTIL 600D MATERIAL 15 FOUND CONSTRXTIOW LFACHIN6 K 3 REPLACE WITH CLEAN SAND A5 NOTED 6ALLEY5 2' s _ x ESTIMATED FILL REGNRED a 100 CJJYO5 15 BAYBERRY 2'NT. DEPTH pp _ 5y+IN CEDAR I4A.CN 6 a4 P d 7170]1 RaOIERI'r LeE� 4' ZONE -C 4 CURB 1 . _ 1 (ar. Sps-'lar �_�ZONEZONEE ft4 I ro, / 60 ( r „`�,m r �roPosEv�avERFo R1 4`B' m .aY 1 EXISTING CESSPOOL W ( D� TO 13E PUMPED AND I FMMIN6 ,p� w REMOVED�RVI� KEY NOTES, COOD� TO SCOH5 STANDARDS OVERALL NwsE AREA RAILROAD TIE RETAIMNS =3567 SOFT HALL.LIVER SEPARATE , 36' J 3' -Al.aa�an�noxa+� APPLICATION \ 9aF aae ECST.DVDCS 5.4• nmoart,.�rilDCArirne MEAN 166HHATER ? I,r4 TO BE LANDHARD OF THE K5T TON BL IQEAD caw ` o NOTE THERE ARE No SUPPLY HATER REITIRN AND PREFAB H4L 6nn I N a VaLS WTHIN 150 FEET OF THE CUrir STRUCTUREnn \� 7 5` b PROPOSED SANITARY SYSTEM PLAW MIX OF SW7 GRASS 4 BLACK 5 7 T/BND a r� \ �, II EACH,6'00 IN • STA665W 8016 ASA T/BHD 1�n 10+w [ariFrl PART OF A IO FO07 •C 20 T/BND'•'�b Q NON+$RTILIZED BIFF6t /p e• 5 EXISTING BAKFEAO TO BE l4 RECONSTRIK.TED UNDER SEPARATE APPLICATION 9B \ TIDAL VETLAND5 2 24 SOFT Ay (61%OF OvuZALL LOT) 2'C� O LITTLE PECONIC BAY 45• NF�6 T/BHD PLOT PLAN FOR Y F�ENSELY Board of Trustees Application PROOF OF MAILING OF NOTICE ATTACH CERTIFIEDMAIL iR,,ECEIPTS APPLICATION NAME & SCTM#: AAAV //��QA 1. w 0- 2414• NAME: r ADDRESS: 00 Ced a f Dries w, tfvc[fted Us - STATE OF NEW YORK COUNTY OF SUFFOLK z/o��► �. d5Q&f4 . Ad l siding at V016k J Ciy V,1(P— X41 11-79 6 , being duly sworn, deposes and says that on the me`I' ) day of j2g:Ll-a he' , 20 ZI , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names;that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at ZJy �Qrk-Ae(j ej• Co-sl- Xji>Apvrf- Jt( , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. �,�f Q nature Sworn to before me this � Day of OQce K , 20 AwSON c.eRawN NOWY public,State of New Yak 1 n� No.QiB onwied Ln uilolk Counti Not Public NOTICE F HEARING NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees both in-person and via the online Zoom platform. OWNER(S) OF RECORD: ANDREA COURT PROPERTY HOLDINGS, LLC, c/o JOHN ZENK SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish existing one- story dwelling; construct new two-story (60'x45' irregular shape) dwelling with a 20'x54' deck to rear with a 10'x30', 4' depth swimming pool within; proposed dwelling is a total of a 3,567sq.ft. footprint with four (4) bedrooms; and to abandon existing sanitary system and install a new IA/OWTS sanitary system. Located: 280 Cedar Point Drive E., Southold. SCTM# 1000-90.-2-14.1 TIME & DATE OF PUBLIC HEARING: Wednesday, October 20, 2021 — at or about 5:30P.M. — Either in Person or via ZOOM. To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project, you are invited to view the Town file(s) through the Southold Town website. To view the application files please-visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions includingBuilding 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 significant beneficial'and adverse effects upon the coastal area whi&includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in dethil, listing both supporting and non- sunnordnw facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# I flOO _ TO PROJECT NAME_ zQ Ay--, jp n ce _ The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate'response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g. grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action- 0 So*CV&1ot\ ction:0So*CV&1on ry-w 2-S+b r-4 lel ro raiytrl i\oj O� VtAAcNr,\ s -p2lnn,* Location of action: -pjO C2AJGJ �ptn t "Dl'lt4- 1 C50 'J D 0 Ct Site acreag6: Present land use: al 2 Ls�i n d -�a �at -�`I&A CR, -b b rVJ--h6V " Present zoning classification: 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: ;:J—D h �\ ZZA 'r- (b) Mailing address: J (DO -K—( JS D(We-e- R 16d �J L� (c) Telephone number:Area Code 43 -7 & 7 (d) Application number,if any: Nl' F 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- 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 FJ No ❑ Not Applicable rP mby Q s -O f) a c -�kodkyre C a !ge_w rP S j n c- Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWnRP Section III—Policies Pages 3 through 6 for evaluation criteria t Yes ❑ No ❑ Not Applicable 1 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 RruiQvs b JI kI,Prxti CLS C0+1an FQTM 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 Si's]t GA • Q1?091-0v �S--I cSFC� c pro.eas eJ. A 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 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 evaluatiop criteria. ❑ Yes ❑ No LFX/J 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. nn n ❑ YeO No LTJ Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. 0 Ye ❑ No ❑ Not Applicable h0 U se has . 4-0 caca, sJ rrro vn ar-Cr Q S a < <' V n&f 0 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 lel 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. ElYes ❑ No L1 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 Q NNo❑ Not Applicable sr)-4 r"M 0'T Cit. V PREPARED BY TITLE vt DATE h ti) L � Rosebery Architecturc-L,audio John D. Rosebery Architect, PLLC Office: 93 Main Street, Suite 1 G, West Sayville, NY 11796 Phone: (631) 730-1262 Correspondence: 1029 Sipp Avenue, Medford, New York 11763 Fax: (631) 730-5476 E-mail: roseberv@optonline.net Cell Phone: (516)449-1409 Letter of Transmittal TO: TOWN OF SOUTHOLD VILLAGE TRUSTEES ADDRESS: 54375 ROUTE 25. PO BOX 1179, SOUTHOLD, NY 11961 ATTENTION: ELIZABETH SUBJECT: TRUSTEE WETLANDS PERMIT APPLICATION FOR JOHN ZENK, RESIDENCE LOCATED 280 CEDAR DRIVE EAST, SOUTHOLD, NY PROJECT NO: 2018-45 �saaIsnil Jo pjeo8 umOL plotttnoS DATE: 8/13/2021 CC: nn1ZOZ We are sending you the following items: kaLAh1_L41ovn9h AttachedUnder separate coverea_ Wetlands permit application Copies Date No. Description 1 8/13/21 1 Application fee for$250.00 1 1 Wetlands permit application and checklist 1 1 LWRP form 1 1 Short EAF 1 1 Photo ra hs of project site 2 Referenced survey 2 2 Site plan with photographs and sanitary design These are transmitted as checked below: x For Approval Approved as Submitted Resubmit copies for approval x For our use Approved as noted Submit copies for distribution As requested Returned for Corrections Return corrected prints For review and comment For Bids due date: Prints returned after loan to this office. Remarks: If there are any questions, please contact this office. Signed: AUG 1 6 202' Project ager l Southold Town R�afRrc3 of Trustees Rosebery Architectural -L��idio John D. Rosebery Architect, PLLC Office: 93 Main Street, Suite 1G, West Sayville, NY 11796 Phone: (631) 730-1262 Correspondence: 1029 Sipp Avenue, Medford, New York 11763 Fax: (631) 730-5476 E-mail: roseberya-optonline.net Cell Phone: (516)449-1409 Letter of Transmittal TO: TOWN OF SOUTHOLD VILLAGE TRUSTEES ADDRESS: 54375 ROUTE 25. PO BOX 1179, SOUTHOLD, NY 11961 ATTENTION: DIANE DISALVO SUBJECT: TRUSTEE WETLANDS PERMIT APPLICATION FOR JOHN ZENK, RESIDENCE LOCATED 280 CEDAR DRIVE EAST, SOUTHOLD, NY PROJECT NO: 2018-45 DATE: 8/20/2021 CC: We are sending you the following items: Attached Under separate cover via delivery the following items: Wetlands permit application Copies Date No. Description 3 1 Wetlands permit a plication and checklist 3 1 LWRP form 3 1 Short EAF 2 -1 Referenced survey 2 2 Site plan with photographs and sanitary design These are transmitted as checked below: rX For A roval A roved as Submitted Resubmit co ies fora roval For our use Approved as noted Submit copies for distribution As requested Returned for Corrections Return corrected prints For review and comment For Bids due date: Prints returned after loan to this office. Remarks: Additional items as requested. If there are any questions, please contact this office. Signed: Project M n ger , 0 �rAb��