Loading...
HomeMy WebLinkAbout1000-90.-2-14.1 OFFICE LOCATION: ��Of SO(/ryo MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971G Telephone: 631 765-1938 ,h • �O a/, UNTV 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 INOWTS 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. ON, 280 Cedar Point Drive E South( X 1 Q F- SE;o•.�,sedrr h'e>i:I[s fo. 280 Cedar Po • . or IAE i� ` 1102 r - -�`"'�' �-'O '�""`���-�-"' S � 0.2 PCT•ANNUAI.'CHANGE FLOOD HAZARD � �ria, , • "�,,., a; ` �+,d gx "`� py,p J fit' �•"x <,�.x ,q�� %3�g�s* ��e�'r" '.4.t�l:F�+..a-� �„n,.,. ki":'SW(�°' _ F� y. �y.�.`.0.vx"•$,�,,:� �'{` +"�',�r or .�',�' L ” `v. F '�^ `b'' yfir`s.,; 11 %''" `• `� t,«'` r.� drN "y�� y't ;., _ v , ��E a', i� _'�`��"x y' u✓';,j"r.'•.,,,`c� I•,v�x.�'c� -'r�r-"�. � �V, ti �� "t1i RRA MW FFaplY�pEl y '•w J ¢ +K ,. df �` /iS�'a E [Jt�ia S scw^y Y r°yb �Efs'! 41, �. " ,� , � .�?���'� '7�- '",�"� �„��':.#'•: �,' r��� �'<a �. ���' ��4�OCedarPainlDr- .i�����. F ��' —i•.� .��_ 'Y ,,,h+. ��r" _-: '`.,"�,�' '� r. ,�..•for - .a�, g. s,'�,r' ,'u •°"•'"� _ �^ �¢f > Y"!f :r 4 ♦� @d" a rN�^mv '+����'�� f �-x.•,n`�,"-ra€=•`a"{l��+f�'���;h°� �, �r _ p".g'zY'_�.„,�.-5 . s 4' ? ar f' r�r r .Kr }�ra l,tea �y - ��/.`c-� 1J�,t�`i^4'� ""�'"—� .I� -dM°ylF.����•�4�'Fe£='nr.rs4{•r,��..x �.kJ';�r^"'� fZ �-�- 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 IVE® Town of Southold 0 C T 0 7 2021 LWRP CONSISTENCY ASSESSMENT FORM Southo d Town Planning Board 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 snaking 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 propgsed 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 sunnorthag and non- sunnorting 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 (sbutholdtown.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# 1000 _ °to - 2 - 1 C', t PROJECT NAMES 7 e—Ak. Cp., 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: 11-&cytA-wA c7ivv a-srC_uc1"f ,%\ 0, Vnm&J�d s Location of action: �2 DjD t XG P Den $ 'Dr(O , C50AO('ta Site acreage: p Present land use: �� 15 t d1 fi t (Q r �C- s 6 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: D ZR (b) Mailing address: a oo V-t 9s Df tye— Rt S maO n o t (c) Telephone number:Area Code - -7 - y Z (d) Application number,if any: , Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes 1�9 No❑ If yes,which state or federal agency? 'S G 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 Towyn of Southold that enhances community characters preserves-open space, makes efficient use of infrastructure, makes beneficial use of a coastal location,and minimizes adverse effects of development. See LUMP Section III—Policies; Page 2 for evaluation criteria. 19 Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See 1LWRP Section III—Policies Pages 3 through 6 for evaluation criteria Yes ® No 0 Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See lLWRP 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 LVVRP Section III—Policies Pages 8 through 16 for evaluation criteria Yes ❑ No ❑ Not Applicable CAL��-S �'4�1 E> I'Pn f Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LVW Section III —Policies Pages 16 through 21 for evaluation criteria KI YesF] No ®Not Applicable ��G11 C&Ififz z2� GA 0P191-0vQJ StI Sim is Dro2c:>s eA 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. W ® ❑ 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 LVVRP Section Ill—Policies; Pages 34 through 38 for evaluatiop criteria. Yes ® No � Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LNM Section III—Policies; Pages 38 through 46 for evaluation criteria. Q Ye�] No, Not Applicable Attach additional sheets if necessary WORMING 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. ® Ye ❑ No ❑ Not Applicable ho v 5e ha.> 60 r-re)L)n C^ QLr r d, 0 S a. r V Oc 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 LRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑.Yes ❑ No Y1 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 0 Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See L'WRP Section III—Policies;Pages 65 through 68 for evaluation criteria. ®'Yes��I�No El 'Not Applicable -Tre- f S r"M nS�('�111 f0�. l tn. n�-� I'1CG (DIY .S z-121`ci je 1 Z2 1 j PREPARED BY TrrLE �rrk t kct DATIZ-5 LI, D 2 1>1 1 mss°r P 9bo, \ _ PIPE -71 71 FD i OP S y2+ 1+ ♦ "4 1,,, 41,,, 'F \ OV P/O ODI 152 3% 0 ONE N/F n q 1 ROBERT E.WHITE z E C E P V E\ +/ I o� +dam ti ° co POT I AUG 1 6 2021 UP 152 20E $15 .fHpP� �� Z� Southold Town w W I Board of Trustees b �I 0 ° X 2.0 N = I - T/BHD I (0 c I J - S73°3 00'E 24,4'Z O 2 .00' +3 � 3i- Q I to N Z I a -3' /� I -z( — — — --I z P/O 3 / z 8T + N 1UP DEEDED R.O.W L..6994 P 543 I- i _- 41 CN Pio I Nli 6� D ZONE X LOT\I �`O°Q 20 7 f�00 109 "� i LOT % I ♦ I �6, 110 A4+-I108 LOT ,"ON�-_ 109 X frr I i FLOOD MAPS 46, STOOP ' I � I TOWN OF SOUTHOLD �. I vii �+ R + 360813 + LUI a I 1 STY FFL EL= e' / +% 36103CO167H _ m FR RES 12.45' R/O OUTDOOR EFF.9125/2009 ;I p 10 N #280 53' m l SHOWER oV I i' 31.11'�+ 52.0' PEAK 12.97 CID CHIM o WOOD ' z I I ` DECK WOOD II S. t 20.3' STEPS O i 9�i 9 v 0 _8H — N�\ (3.5' ) -_ ` co HWM `0.1'E \ 5.6, 2'WIDE In �s I Tiw \ C _& 6.90' \W�\ 0 I o 1'DARK BROWN LOAM OL T� ` . S- +/� \ 3212 3.7'12 BHD ER �% BROWN SILT ML 5_6' 5.4' 1_v+ �T + _ a L�_ \ \ .\ � \I. 4, BROWN SILTY SAND SM D 27.9'N '-0.2'E j AE6 ~ a%' `� \ PALE BROWN FINE SAND SP �i _ WOOD — 7.6 * 0.9' WOOD\� BULKHEAD K 3.1'E V1� . - 18.2'N WATER IN PALE BROWN 0 ). T/BHD TBH BHD FINE SAND SP AREA=0.82 AC 35,914 SQ.FT. 86.35' N76°12'30W ^ SCALE 1"=40' 14.4'S SCTM:1000-90-2-14.001 SURVEYED:MAY 20,2018 REVISED:JAN.15,2019 ��� LITTLE PECONIC BAY 20' REVISED:JAN.21,2019 ©COPYRIGHT 2019 WARD BROOKS.ALL RIGHTS RESERVED.DUPLICATION OF THIS DOCUMENT IS A 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 12/13/18 DO NOT SCALE FENCES OFFSETS SUPERCEDE.ELEVATIONS REFER TO NAVD'88 INDICATED THUS 0 0' NO SOLAR,NO DORMERS LAND SURVEY LONG ISLAND.COM PART OF LOT NOs108, 109&152 WARD BROOKS LAND SURVEYOR ON MAP;"SUBDIVISION MAP OF CEDAR BEAC]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 WARDBROOKSQ�@GMAIL.COM FIDELITY NATIONAL TITLE INSURANCE SERV FILE # 10537 RO..x 0602 00 09mm F N 12-0i 031!-0 022102 032z00 osu°aa +a lou rawx or sourxoio ^a 82 12 v 8 2 1$A C) \• 2 w, 23A(c) U A cEpAR oR Pp,NT ry0 2 U AOR ,.,, /�, �'• - a I fy 12N.1 . x 5 m ^4 a ^ I M - -----" ----- PO—Ol Oj CEDAR a SODTHDID O 1 a y x rowx ar sourxaO i Wk ,,., ) Pp(NT z71c1 ••�••11p•6"" an 'y _ w ,a WEST 2m _vs LANE ,.ne n. nw C G a DFDAR 9 \0 6 6 fi 101 ------ --- ' p�NT �p��cy a " y �..... -1 fA7�i"- 211 iw 141 1 z DR E ' •. 'H IAKE e +\_• ^ e � 29 j v R*1 �,\ • _ __ � � 15 ' 21 Z2 25 f0 I0 w DR I ' E �1)A(cl 18 t) tB i 19 20 2f 32 5 0 91 r I2A(c) +� 2< IYOG EcK BAY E."""•`' __— V°""' ` '" '"" —O-- NOTICE .� v COUNTY OF SUFFOLK © K r� a' SOUTHOLD SECTION NO (N1) si-li, Real Property TaxService Agency vunryCaner R090 0 ixf P tawr.0 1000 PROPERTY MAP _ 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