Loading...
HomeMy WebLinkAbout1000-118.-2-4.2 OFFICE LOCATION: la so �® MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 ® Telephone: 631 765-1938 cou rt, 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: June 7, 2022 Re: LWRP Coastal Consistency Review for 1663 BRIDGE, LLC, c/o DONALD P. BRENNAN, JR., MANAGING MEMBER SCTM# 1000-118-2-4.2 En-Consultants on behalf of 1663 BRIDGE, LLC, c/o DONALD P. BRENNAN, JR., MANAGING MEMBER requests a Wetland Permit to construct a 19'x41' swimming pool surrounded by a 1,625sq.ft. raised, bi-level masonry patio with 1) access ramps, steps and landings, 2) cloth canopy above, and 3) pool equipment, half-bath, laundry/storage space beneath; remove existing two- system conventional septic system and install a new two-system I/A OWTS sanitary system more than 100' from wetlands; install stormwater drainage system and pool drywell; modify existing grade by ±12" using excavated on-site material; and to establish and perpetually maintain a 15' wide, approximately 2,700sq.ft. non-turf buffer area adjacent to the wetland boundary to northeast ("Bridge Lane"). Located: 1663 Bridge Lane, Cutchogue. SCTM# 1000-118-2-4.2 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT 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 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM EIVE® A. INSTRUCTIONS p 2022 1 , All applicants for permits* including Town of Southold agencies, shall co piete this C for proposed actions that are subject to the Town of Southold Waterfront Cons, to atkl0 .o . This assessment is intended to supplement other information used by a Tow of Sd in making a determination of consistency. *Except minor exempt actions inc u ing 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 Townh. 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# 118 - 2 - 4.2 PROJECT NAME 1663 Bridge LLC The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Construct a 19'x 41'swimming pool,surrounded by a 1,625 sf raised,bi-level,masonry patio with 1)access ramps,steps,and landings, 2)cloth canopy above,and 3)pool equipment,half-bath,laundry/storage space beneath;remove existing two-system conventional septic system from within 100 feetof wetlands,and install a new,two-system UA OWTS sanitary system more than 100 feet from wetlands; install stormwater drainage system and pool drywell;modify existing grade by+/- 12"using excavated on-site material; and establish a 15-foot wide,approximately 2,700 sf,non-turf buffer adjacent to wetland boundary to northwest("Bridge Lane"),all as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated May 2,2022. 1 Location of action: 1663 Bridge Lane,Cutchogue Site acreage: 5.73 acres Present land use: Residential,single-family dwelling. Present zoning classification:R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: 1663 Bridge LLC (b) Mailing address: c/o Donald P. Brennan,Jr.,Managing Member 26 Remsen Street,Brooklyn,NY 11201 (c) Telephone number: Area Code 561-951-7820 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No ® If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III- Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III- Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III- Policies Pages 8 through 16 for evaluation criteria ®Yes ❑ No ❑ Not Applicable The proposed construction will occur in a FEMA-designated X flood zone and landward of the nearest"Limit of Moderate Wave Action"boundary line. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ® Yes ❑ No ❑ Not Applicable See attached addendum. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable LWRP ADDENDUM FOR 1663 BRIDGE LLC 1664 BRIDGE LANE CUTCHOGUE,NY SCTM#1000-118-2-4.2 Policies 5 & 6 The project proposes the construction of a swimming pool and raised pool patio, with the associated pool equipment and related pool house-type facilities attached beneath the raised patio, including a half-bath and storage/laundry space. And to accommodate the proposed pool facilities, the entire two-system conventional septic system, which is located as close as 70 feet from wetlands, will be replaced and upgraded with a two-system UA sanitary system located outside Chapter 275 jurisdiction, well more than 100 feet from wetlands. Thus, in addition to complying with the required 50' wetlands setback required for pools and related structures set forth by Section 275-3(D)(1)(a)(5) of the Town Code, the project will result in a substantial ecological improvement to the site, as unlike the existing conventional septic system,which is not designed or equipped to treat nutrients such as nitrogen, the new UA system a) is designed to significantly reduce nitrogen loading into the groundwater and ultimately surface waters; and b) will treat and release wastewater much farther from tidal waters of the adjacent lagoon. As additional mitigation for the proposed pool and patio construction, 1) the pool will be sufficiently elevated to avoid impacting groundwater; 2) the pool will use a saltwater treatment system, thus avoiding use of a traditional, high- chlorination treatment system; 3) a dedicated pool drywell is proposed to capture pool backwash; 4) a stormwater drainage system is proposed to capture and recharge potential runoff from the proposed patio surfaces; 5) a 15-foot wide, approximately 2,700 sf non-turf buffer will be established adjacent to the tidal wetland boundary to the northwest; and 6) a project limiting fence will be installed to contain site disturbance and potential runoff during construction. The project is located outside the permitting jurisdiction of the New York State Department of Environmental Conservation, as all construction and related disturbance will occur landward of the 10-foot elevation contour above mean sea level. Therefore, the proposed construction will not result in the physical loss, degradation, or functional loss of ecological components, or otherwise adversely impact the adjacent tidal wetlands or waters; and the sanitary system upgrade and relocation will further the Policy 5 and 6 goals of protecting and improving water quality and protecting and restoring the quality and function of the surrounding ecosystem. 2 1 P a g e See attached addendum. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes F� No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES 4p 14 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 [:1 No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. F] Yes El No ® Not Applicable PREPARED BY TITLECoastal Management Specialist DATEMay 2,2022 Robert E. H ann Amended on 811105 v' 1663 BRIDGE LANE LLC, 1663 BRIDGE LANE,CUTCHOGUE �a ., m n nm A14 4- Y Y' y Figure 1. Looking north at location of proposed swimming pool and raised patio at west end of house and toward tidal wetlands and"Bridge Lane"to northwest. C T A .-. F Figure 2. Looking northeast toward location of proposed swimming pool and patio at west end of house(right)and tidal wetlands to northwest(left). - 'ti •'a6' y F ar � P _ x��_ 'RI �Fi may. ,u, � Ey ��sy'•e .� i r \ TOR aw •:- "'letMA 0404. ol ;AI's`y �— _"_ •dTj �� ' �� 'fir � - - �,�� •I ?�.�� �\ � _ � _ _ �' �Y•.rlF_ _ i i i i i I � i � i i i i i � iii •i iii � I I� i ego, ow, ,o N 8£E eEC 111 yN\ - ' fa.t qfl� 9 �9 Mywwy L to Wq - Pontl r\�+ z.Wol 4 4t W e® qty , O c - - czs �. ealcl \ y 1 \l¢, r lftrrafl s AO � \ A 1 y \ wY` <ry L —�.— "• (ep "' - -- r� -- — ...� --^-- s Nonce COUNTY OF SUFFOLK © ¢ M311Tg1D secT10N N0 Real Property Tax Service Agency r e u. N r.�tw —_—_—_ o n eu.u. ---- ewu.--w-- , umYCunerllMrlwa.NY11W1 M ,y 118 r` \MU�,xu A nuc,rro teM P PROPERTY MAP µ R � p o F / r y f � _ v. { w , �� ,F_ • �. �..�. .. ..� -.. may. -. - t Yom{ jy, -".:.. - .y� ,.•^ + ,' '::� .�f.v�i3 ...w 1.�, '#. - 'j � � f � -..;C. +je.t'. `k Sf�^ ,•' �.: it � �.�'. .. � �' �.1' L, atir� >...1'�.�1� '- ! n yh(t �- `� rt• ':R:' .�y�y,. r).1 ��:� _ +P -K.: +'� ,t�`,�i +..�: 'J� r^•.� f ?i�' �,. .'y, �"t D tt"k. ;'r' 1 t-lak A^'�'' �,�� n ��� •¢� '`�< ..,�;c.!�r.• X ,} �.r." =5,t". .y ' ,.h,� �.. .r W1. .r, ,t y r'• � , • _?�•..< a... � ,,.0.� .f Y`'1•i. rk�y"r,"Gtr" rr,,�,T1� z ��'�� �F 7� �,'Y.�'.":,� .� .fin"'f�, 4, ••�5'1� 'i•��. '4�t � - - :i 4 ';'IIi T:t2. .�}��yJ, ���F .P'�`:TP �.. T •? •, �r y! �f.r• .�, ii, '1�r7 �t�},�'�4. � 1 �Ma ... 4. -u.. `�y s.. +tt�.�r. •r S' w r�.!' :+r•> L+.pti- F' d ':r �: �:. \ \ �\N'�y'-1 tf O ���V 4 y� ek tr'F; r `41.t;. .`°�£.e,. _ .-�s7:d S� 'q �, - :'_s,Il:' ° z AREA OF DISTURBANCE: '' I :It 3, o GREAT PECONIC BAY � ,, . ..z,. ' , ` `�- Ar .. �' ; 4- N 42°23 r20'� W p O 26,411 SQ.FT. (0.6063 tac) .� '�� .'% . " ; . t.'•r y '?�'r` T°'' . � :s h' t. O o .,,.;'� ';,Af'•-: til t:� , Ar: r:xi- t \ \ X Z t° tr' .'v i r* `. 'a �,.: w'-i, ii,'. a�; F.• `--- w g z " TIDAL WETLAND BOUNDARYI`,,r` , h i " " ,n�.��,s�� �� ��.�, ��y� a�;a ��f��e� � � z �c� — \ \ — _ M.HWEL I.o o ALONG MHW LINE A5 DETERMINED fi r;�/ ^ t <, x ` '_� � : ,r rt,fi, y � E N tr� \ 5 / - \ H.H.H.EL ID M.HS I EL 1.0 .�'z ' t' "' ' - 1 ` _ BY EN-CONSULTANTS r - I / ' / ~ \ \\ _ ,,,� _ --� 11 _ — — 2 O ON JUNE 21,2021 : " PF.,�.. : 11 },f"„ r � -1 L. SST 5' ��" �'•P or 3� L �" 18 ° I b t - � �- _ _ _ _ FLOOD - - - - - - - - - - __ - - - - 2- - - - - _ - - - -- - - - - - - - - - \ ` .3+ ...° t ' ,r CROSSSTR`E E `f, ,<; -' d� 11,•..L.,.a7 � \ _ _ _ZONE VE8- - _ - - - - - - - ` ` - - -2- - - - - - _ - - -3- a - � - (` *r1r t ,, * - - - - - - _ -- - . . . , ,. of. , .� _ _ �. - _ - - - - -- - - - - 3 - _; ` - - - - - - - - - ��_ _ _ � - - - - - - - - - - - - - - _ _ _ _ - - 747.19 _ _ _ _ _ - - - - -- , � . . / p c�ox.y 2''LF . o 8\ (q —fT% ODDZia' 1'rY _ ` ` a..,�- - - � — -- - - 1 _ _ ��~rp 3 - - -- — � — — _ - - - 4 \ \ \ Z — ;,• "k a " � "'1IFtQMStJB7ECtf � °� 1 �" u ¢ S I \ \ � _ - _ - -�-- _ - 8- - - -- - -• , - -- - - _ r�`� - _ _ - _ - �� - _ - - - - �, ITIU,��,.Y_i{ 119 :. 'ROP ERTY :„� ,� ;' 1E 68UNL�l1 �`�"..,� _ —b - - - - - - - - - - - - - - - - - \ n t` t �E \ \\ \ \ \ \ -FLOOD - - - ,q � �~ _- ..' - _ 4- - _ _ - - - - - - - _ - - - _ - - _ - - ..5_ _� \ �,ay x� n� � f µ ;, �- N �-� \ \ I t 1 \ -- \ — - - - \ ` - - - - - - - xi 4ay w. ! \ \ / ZONE AE6- - -5- FLOOD -3 ,� \ �` rrm. '— -----�•� '�`` — `� ` \ A b ”" Y ' .a •'i 'tt• . �,'-'' is N Z 1 --_w._ \ \ \ / _ ` _ ` \ // l\ \ -,6 _ - - _ ZONE VE8 \ ,� ,,�_ jY \ _ 1\0�j / \ � — — —- — _ PROP05ED I/A OWTS SANITARY SYSTEM 'G' - "" ,"--.E X \ „�.. ''" " � � ; � f , \� -- - d I I / _ \ '- \ , (PROPOSED b BEDROOM SYSTEM,SERVING BEDRMS I,2,3,AND 4) I RACK �NGRD _ J�� \t1� �' ° . .L •,r�' ' r tp u ��-` P I J I / \ \ / \ / - \\ - _ SEE DWG Not FOR DESIGN LAYOUT dREQUIREMENTS TARY SITE PLAN /q/ \ \ \ pkc�! - P f� .. sr c� c� �t� \��\ �� `� I 1 / // // //, \\ \1 1 I \\ / : / / / — — -,\ \ ;ASANI ARYPPROFILEARTIAL S PROP05ED P05ED SANITARY SYSTEM 'G' `�`�e2 _ /�Zo � � O0 LOCATION MAP: rN R L/> o I I I 1 / / / / __\ I I �r^ �.- �,--�, \ \ \ \ \ \ \\ ETU AND A550GIA1T3D COMPONENT DETAILS l \ DECK EXISTING - �I _ r _ �� _0/1 \ \ .N O 4 NOT TO SCALE p CN O C ' I I I f / / / / / \ \ / �� \ \ �� \ \ \ to MODIFY EXISTING GRADE WITHIN 12 (+/-) TO SATISFY 560145 / EX. /FLAGPOLE \ oo t-o / / I / ��'' — — — �, — — oo� `-'' PROPOSED INNOVATIVE AND ALTERNATIVE 4 4 T o X / J / / / / I / I / \ � \fir%\ \ I GRADING REQUIREMENTS U51N6 ON SITE MATERIAL. / BEACH f6 $ / e LOT I . . - / \ O �} / / / / // / // // \I I ;I I I�� e\ q j \\ \\I t % I _ _ \ FFL 8.0 � � _ � .,.,� \ / \ �cb FLOOD O = o P b'�, V- / / / / / \ / 15.2'X18.4' �%- / ooD O ON-SITE WASTEWATER TREATMENT � ' Q ' r_.111 d II�I, I / / / / / ( 1 I'I f \ \ I \ 1 1 I I / / / / > > - s / FLOOD { q .�� FX I ZONE AE6 \/ - `c�Q `� I / 1 1 / LOT 108 1 I / / / I / / / , _ _ l�O ZONE AE6 \ K / STORM DRAINAGE TRIBUTARY I— \ F Fo l - \ SANITARY SITE PLAN: � N / / / / / f _ PROPOSED STORM DRAINAGE 5YSTEM F C \ _6 2' 3 / / \ \ I I I / \ I I \ / [q� / `(_ J m 4 5 b 7 8 q II / I l / \ \ — — / I J i / \ \ \ \ F / / I4� b/ / . N / DEDICATED TO PROP.HARDSGAPE RUNOFF / N s / ,_ / SITUATE AT: r 5 Ibb3 BRIDGE LANE NASSAU POINT,NY DATUM: NAVObb I I I / / // / / / I 1 IB f - � / / / t \ \ / //// -- _3 3 •, �{ I• \ I / TOWN OF SOIJT OWNER: 1663 BRI06E LANE G EXISTING � / / l l l � / \ / \ oM o / / 03 O / / � (2) 8'(P x 5'LIQ OP LEAGHIN6 POOL DREDGED I 1 I l l / J I' / / j / l / q / FLOOD \ \ Fr �,� / // 6 \ / \A°�t /'SEE GALG d DTLS ON DWG No.3 I / - _ 8�i // /ZONE AE6 \ \ \ \ q v / tio �T / ///- _ F, 1 HOLD LL I 1111 I I I I / 12 / / / - � , \ \ � � i�7i/ // / \ \ \ \ \!� / / / / '/ O \�\ � � \ �\ \ \ / / / �"`' / r / / \ ` 1 / // ` - -4 i CANAL ) J I I I \ / / / _ \ \, / 1 1 � — - d9. 00 to q ' � LIMIT OF EXI5TIN6 NATURAL SUFFOLK COUNTY NEW YORK 1 J l 1 l 1 I \ \ ` - / / ° / / / / / - ' --=�-`-- b / / \ \ \ � 8/ / / ° -/ 50.0'OFFSET PROM 1/ / / / / I pP v\� pg� I FLOOD SGTM No.: 1000-10-2-4.2 / ( \ \ / , , — �r —, \ / / o� 0 / VEGETATION TO RE>rAln , I f/ / l \ \ / to / / / / ./ - - / \ \ - / / / / / ^� O \ '\ �'ND FO(WARY / / / / l` I / / \ I q��D�-5n OBD I ZONE � I. -3 6ROUNDWATER MANAGEMENT ZONE: IV(600 6PD/AG) . I l// \ \ \ / / / q / / / / 1 /-� 5d��\ 7 / `1 J 1 FLOOD ,��� 8' AE6 y .:y J 4 _ _ ` �� �fi / ZONE X 51TE PLAN BA5ET2 ON / \ \' \ / / 8 / .� \ \ \- \ \ / / / / / / o' / , �`' _� MINI \ 1 I / 2 ORIGINAL SURVEY BY: I IJ I \ \ __\ \ \ \ \\ // / / / / / ./ \ _ ' - - \ \ \ /6' / / /// � / . /Zq�q`sE / UKAINA&L //. \.\1\ \ \ \ \ \ / i / / — f� \ wry .�, / / // o \ �r ! (;'. KENNETH WOYGHUK L.5. NYS / / �—b-/ \ \ \ \ / 5/ / / ~ / / / , T q� 1 / , PROPOSED OIOLTBAGKWASH \ 12 N II \ \ �Rl, — / / \ \ \ \ \ \ f— / / / \ \ ` J i / i / O / / / / Y / / i /AND STORAGE LEAGHIN6 •�. T \ \ \ LICENSED LAND SURVEYOR \ \ \ / / / / 5 / / \ \ \ 4 / .O / / t := \ , \ \ —'��- / / , / \ / / / / / POOL,8'�x6'DP. SEE GALG \O PB PB Pa \ +' ' PROP.POOL EQUIPMENT, SITE DATA: P.O. BOX 153 \ �\ \ I / / / / / 4 \ — — — — - — — — / \ \ \ \ i / 3 � / / / / / / / / /AND DTL ON DWG No.3—�Y\' 20' N LAiJNDRY/STORA/�E AND \ \\\ \ \ \ i / / / / - \ \ _ / Q / / / �9' ��/- \ ; . \t i'/1';' LOT AREA: 24gb82B4 SOFT.(5.13 AG) t,� / / T - WETLAND AREA: 13,b85 SOFT.(03188 AC) AQUEBOGUE,NY 11931 \ \ \ �, \ \ � ,r , / / / // / 3 3� / I \ _ � � � ° / � / / / i � ��,ya� PROPOSED PROPOSED IR BATH ENC:LoSURE DATED: 06-20-2021 \ \ \ / , \ ( I - - - � .� (� .� / . / / O TAPERED STONE WALL SWIMMING Q �1A50NRY RET.WAIL , BENEATH RAISED PATIO BUILDABLE LAND: 2351q-IB4 SOFT.1• 4132 AG OFFICE: 631-268-15bb I \ \ \ \ ' / - - - - - - /� / / // / / / �o• \, R \ POOL TW® lar BW a 8b' AREA 636 SaFr. (5 ) AND \ \ \ \ \ ABANDONED IN-1'LAGE: — — \ LOT 110 ` — — — O ,2 �3/ / / // t� , �'',I,� i't�SY PROP.PARTIALLY CVRD I \\ \ , , / \ / / / i / / // \ COPING 1 \ t 11(, /, I ' ' a / / // / B T S TEST (CLOTH CANOPY)E31-LVL f a EL.I-I.q' I) \ ABANDON EX. SANITARY 5Y5. 'B' LOT COVERAGE: EXISTING: PROPOSED: TOTAL: EXISTING 5ANITARY SYSTEM A STRUGTURE(5 SHALL BE �) ! / 13RENNAN DE516N WORKS \ \ \ \ \ EABANDONEDiBTI SSA IT REMOVING ALL RESIDUAL SEWAGE WASTES / 2 �� / • ' / 6 7 i °F HOLE RAISED MASONRY �.:'. \ \ _ _ -/ " / q / / /v / / r '� / n .......e 1 \ ro BE ABANDONED BY REMOVAL DWELLING 6,421 SOFT. 0.0 SQ.FT. 6,421 SQFT.M.GJ INGORP. SITE PLAN \•\\\ \ \ ABY A LICENSED WASTE HAULER,REMOVING THE TOP OF THE / CJ ` o !/ C� 0 * / / / / / 10 / / ;: � / PATIO W/RAMP,STEPS �• I I IFflz SGDIiS REQ'MMTS. FRONT STOOP 126 SQ.FT. 0.0 SQ.FT. 126 SQ.FT.(N GJ DATED: 03-05-IQ47 3s ' \ \\ STRUGTi1RE(5),BACKFILLING WITH SUITABLE SAND AN7 �` \ 50111 mzy" / !/ Z$ b / �'t' / / // / II , �e� / AND LANDINSS - LhRLVL f SEE BO)(E NOTE,THIS DWG •Z ' \ I GRAVEL MATERIAL,AND PROPERLY COMPACTING. '1 �V \ �'D- �1 11 N / / / � \Xh` 06 I / •� +�� 1551 �l , ,r.' , , BOAT HOUSE 253 SOFT. oo SQ.FT. 253 SQ.FT.(NL) \ / / / / � / N P D / .�, SCTM No. ` \ 1 \ b� C� __ � / / � ,cf� , �`` r ATIP, f. BOAT H5 RAMr 107 SQ.FT. OD SOFT. 1015Q.FT.(NL) TEST HOLE * I' \ I o �• ��4 _ - --_ / / / / // / / / a c / T REMAIN / J�"�'ir1"- I X43 k-.TO - 173' D/ IOOO-118--9 WD WK NEAR BOAT H5. 246 SOFT. 0.0 5Q.FT. 246 5Q.FT.(KCJ I I ABANDONMENT BY REMOVAL: � M O / / / // / / ' ` 14 / ��\ ,�; �, / P 1-EAGHING sYs =°,� t LAND N/F IOr- BY: MGDONALO 6EO5ERVIGE5 I I � 90 , �i•. ?'':; 70 ... TO KATER,NE BERRETTA BEACH HO2bO SOFT• OA SOFT. 280 SQ.FT.(NL) m `I I EXISTING SANITARY SYSTEM V SHALL BE ABANDONED BY , Q \Q / / / / / / .4) i Ex. `1 18' i0 / / .POOL 'll / <..�... '';�:<. LEAGHIN6 U DATE: OGT 28, 2021 \\ .� s� / / / �� CVRD ./ e, ' ,.::,;; SINGLE FAM DWL6 BEACH HS DECK/STEPS 753 SQ.FT. OD SQ.FT. 753 SQ.FT.(NL) [i) I I REMOVING ALL RESIDUAL 5EWA6E WA9TE5 BY A LIC645M �j ,I.Yti EXISTING / �, / // P���� PATIO/ / \ t. c0/ ENGL FENCE ``: i �, �._--, I DEVELOPED PATIOS 1450 SQ.FT. I 25 5QFT. 13,015 50FT. O % \ I t �w,aSrE HAUL REMOVING THE ENTIRE 5TRi1cTUIRElS), \ /�' '._ ;: I b \ ER' O MARSH / /S�, / / / Ex. �/� / / 3 0:' :':. ' . `% , \'Q��� ' ,'.:: 458 %/ PUBLIC, WATER ENCLOSURE BELOW PROPOSED LOWER LEVEL RAISED PATIO: EL. 1b5 GROUND LEVEL O BAGKFILLIN6 WITH SUITABLE 5AND AND 6RAVEL \ EXISTING S' / /Yj / 2J..:'.'.•'..•'.... EX. 18 . WTLD/PROP RAI ^ d) \ \\ -9 / / �' QED ' / GONG) faN oo •-.:1.." p. '/ A o ` '� (POOL EQUIP I AUNDRY/STOR d Yi BATH) 636 SOFT. 63b SQ.FT. � r-- DARK BRN LOAM(OL) I MATERIAL,AND PROPERLY GOMPAGTING. \ \ \ MARSH .S� // / T _ �� " 1 2 WTLI�AD/PROP PLTFRM ` c r' RAMPS d STEPS A 248 SQFT. 248 \. \ \ \ \ / / I O / �c<�'.:' .:''.: ::':'. '.: TONE _ 3 t , .� � T W 5Q FT. w EL. 155' ISO'BELOW E�F2ADE \ -- . . �-- / • / / I I/ / / Ex. ��� :. ...'.. '.. '..:'•: - \- d. :..:::.:........:. -. 1-9, ` !/'Cl (V _ � ,- ,� p� / . PATIO r. PATIO - - - WT7_ND/PROP J RET'(5/STONE WALLS WA O.O SQ.FT. 167 SQ.FT. t'- I I I I I \ b � \ / / / / \ EXI5TIN6 : 1 I . •.•.•.:•..:•.. ' '. .. .. EX A/C,UNIT - PALE BRN RADE 5AND r \ FF 0 \ / / /1i / GONG• :•• EXI5TING::.::'.:•. Q •p SWIMMING POOL WA 0.0 SQ.FT. 780 SQ.FT. ` / / S'..::2 STY FR :'•:':'.:•'. '....;; '.• ' \ �f' \ I 131 ' 9 TL LOT COVERAGE 10136 SQ.FT. 1,813 SQ.FT. 12,956 SOFT. m (SM) I I I I I I I / — \ \ \ \\ \ \ 5a,P \ \ /� \ / l TO tSS/ Il l / / ✓ o.....DWELLING'.. I EX.GYRD :.::•.16P .::•:.. .. . :•.'.'. :.::•.GARAGE.:: ':•'•:•.. II �, 1 b 1.5,4 ; , !/ EL. 135' 3.0'BELOW GRADE I' I I / �� — W� \ \ \ \ •l / /% \ / ? / / / A/C, Q BEDRM GONGISTONE PORCH :.::.:.: ' ' :: : 6.FL.14.6' 1 O I I 1 J 0� \ J ( ) F.FLEL. IQ.4. .•,: t:.:. (004300 (OOOTgRS) (0.054g5A5) / I \ (� \ \ \ \ \ v�o I l / I �f UNITS •41.P. ':': :'. :•'• •'•'•'•' '•' S� .•.. h ? ' b EW d- PALE BRWN FINE SAND I III I I J , \ \ \ I / /\ / / / •. .ti b'.� _� ... (/ -t TL BLDG COVERAGE 7,454 SOFT 636 SOFT. 81X{0 SOFT. % \ \ •,? , 1 / su o . \`�x : NDN-IuzF r f 7, f() X \ \ 4 / �-'-1 / / _ (SP) \1 i I 1 1 / \ \ \ \ \ \ \ 'L/`h / / / '�ssrl I l ��\ F.FL EL 20.6. :'•182 X. /. '. • '> . . .. ..��\ . q 1 Z I �p� n/�n (o.O316�) (000270 (oA343�) (� X I I I I \ ,\ \ \ \ \ \ \ "(Ati / l / .S, I I I 1 STEP '� •.p �.. . t , '. 't• \ \ I I M f-IVJPVJLV w �l . .0 i I I I / / `1 \ ,.- O- rCJ / / / ,,, / v 1 . 1 . I • 15 WIDE NON-TURF ^ U_ I / t \ \ \ \ �y� >x. y� � / / 1 j I / I � 6T �. : ; I .I 8 L BUFFER ADJACENT ro � X � / / \ \ \ \ r7 Q . :•..................... . . co EXISTING> b pp 6ND HTR® \ ! I` f I \ \ \ \ \ \ \ l l l I :'. . 246'':::::.. / + F GRAVEL 1'/, 1 I I / \ \ \ LIFT I I t I I a••:'FFL.EL.206.'' ..'• ':' /,•: DRIVEWAY 1.} : 17 . WETLAND BOI ARY O ` EL.35' \ .\\\ / / ` \ 1 a \ \ \ \ '� N 1 SUBJECT PROPERTY CURRENTLY: I3A'BELOW GRADE I I 1 / , \ \ \ \ ,l, ABANDO 1 1 I i/ 0 5 0 PORCH / I; \ ,°— , ,I ( ./•, :.: (RPPROx.t2,rGb SQFT� L �Q Q 15 ' r - i // 2 ` 15 DEVELOPED F1 1 \ \\ I I I t u \ 1 \ \ \ \ / EX. SAN. DISCHARGE PIPE t v I ,� . I I � WATER IN PALE BRWN r \\I I I I I / to \ \ \ \ I ( I I7 3 \ \ / P/0 EX SAN.5Y5 'A',SBZVIN6 Ib `_►q k / I I /,, / L3. I \ / 12. I �!"" 3 I O = CSS FINE SAND `\ I l 1 I N \ \ \ EXISTING - I I / �� r / �� I UNDERGROUND FUEL STORAGE TANKS: W l5P) \ \\\\III I \ / q \ \ \ \ \ 10. BORM5 4,5,6,7,AND 8,51I I4 1 \ I6 / l \ I \ I \ e \ \ \ MARSH Ex. PIUN� x AT EIE ABANDONED In GE , �ti \\ o rn ex.5to'�I \ �i86'WTLND o P.ETU' \ 'l 1' I I f I '� p_ dJ \1\\1\\\ 1 C \ / ) I \ ,� \ �` \ \ I o E X.e0 145 EX. I I \ .. 1 No EXIS R5 NEWR 5 0 TANKr� w LL BE LOCATED WITHIN 20 LF OF O 115T ON THIS SITE. M 3 FL 6.0' �^ RAMP I ��. / ..F'. ''.q�:. \ n � / � / I '• .o D INP' o I� t ��' ' \ \1\I\\\ \ II / f \ \ I 6 5 \ w EX ro 1 \ 3 I STt YK /' 5zoNE HALL I / :\ EXISTING O EL. 35' 20.0'BELOYN GRADE \ TIDAL WETLAND EX,LEAGHIN6 I � y :.' ' ''. r` - / ,EX ,..•....... :•..'. SBI WTLND TO PROP.NON-LEAGHIN6. T PROPOSED SANITARY OR STORM DRAINAGE SYSTE P"/COMPONENTS.MAISII 1 11 \ 1 s Z BOUNDARY ALONG I \ / N. .\ \ate / �, P.EXP.! \ - 1 \I\ I I \ 1 2 : : I ;I \ �' so PRn HINs .Q :r13'wTLwr) F-L-� 1 111 \ \ I I � I \ -I FACE OF BULKHEAD ABANDON EX. 5AN. SYS. A I , I \5; c �' / �16.5x 18' WTL P To PRo , I STORM PRAINA6E 5Y5TEM: F) HIGHEST EXPECTED GROUND WATER EL.lb7 ,, I \ \ \ \ \ [V To BE ABANDONED IN-PLACE PBZ ' \- '� / \z y� i'r��� �\- -18 �� I \ STORM DRAINA6' STRUCTURES EXIST ON THIS SITE. GROUND WATER o EL 35' I.I\1 \ \ \ \ 10 ' / \ l I I I I I { o A5 DETERMINED BY 560145 REQUIREMIEnTS,SEE BOXED l I � �''� ��''� / ' 9% " / --T % 11 \ •.. s c i b• / / I, , I I � NO DRAINAGE COMPONENT EX15T5 OR NEW WILL BE PROP05M WITHIN 2O L.F.OF r \ I EN-CONSULTANTS ��-\ -% \ /� - f 'y \ '% PROP05ED 5ANITARY SYSTEMS. (PER TEST HOLE,AS SHOWN ON SUBDIVISION MAP) \ \ \ / I I rn rn NOTE,THIS DW6 i `< \ \I, i r=,Z\ % �'7'• 1'. �c I .. AV6 HIGHEST RECORDED GROUNDWATER PER \\ \' \ \ \ \ \ I I I I I O0 JUNE 21 2021 x x / / I O \ 13 / r' �` ` II I / / )`' Y , —1 (3)THE CLOSEST U566 WELLS = EL.767 \ \ \ LOT 109 I I I I I I �� r x / XI5TIN6 •• � �. \\ \ q — �\ I I I 1 0 _� / E 2 ��To �'9�� \ �1\ ARACE:':' �� / / 12/., � / y / l 1 I SANITARY SYSTEM: 1 (4ELL 516780.1 a EL 5.43',WELL 553324.1 ® EL. 1126' \\\\ \\ \ \ // I / / 1 I II _ O 1 / G NK 2Tq�TC� : '. UNDER •:':": . N. �� / . °.. o p0 • �. g I I ,,/. 1 � /2 THO(2) SANITARY SYSTEMS CURRENTLY EXIST ON THIS PROPERTY: \ — — — -- I EX. PILING 4 / 7 �N �A %\ \ FL.14.1' \'/ / t° r q AND WELL 554442.1 0 EL.632) \ \\\ \ 8 — 9l/ l f I I I F 0 1 5 b f o I \ �q��'ks j �'. \ ,� / I 1 I FLOOD``.i , / E�5TiN6 SYSTEM 'A'SHALL BE ABANDONED IN PLACE \ \ \ — I / I I = a I �/ � \ `Ri °y\ \o -t, I /. /I ZONE / EXISTING SYSTEM 13SHALL BE ABANDONED BY REMOVAL. \ \\\\\b,� \\ - - \ - - - - � ' r/ / I I' I I g PROPOSED PROJECT LIMITING FENCE \ �� ,\� \\G�fi\S�• I �� `ib �\ `�°� �� • ALL RUNOFF FROM EXISTING �� �� I AE6 11 v �// R: SEPARATION DISTANCE REQ MNTS FOR v, \\ I I n AND EROSION CONTROL MEASURE \Ys 9t, , >, / I �, N E l�/Y \ / f k \ e �' ---tee EX U/6 LP �o IMPERMEABLE SURFACES IS' I m /• �1 SANITARY LEAGHIN6 STRUGT 5 (P.ESIDENTIAL I: � \`\\9 \ \ — _ _ — — �_ / / I I • I INSTALL SILT FENCE BARRIER, II p4 6A5 T1W, _ �\ -S \• CAPTURED WITHIN EXI5TING 1x157. J I c �3�� c j 1 LOT I \ / - T e O �-� / APPROXIMATE LENGTH: 4684 L.F. MINIMUM HORIZONTAL SEPARATION DISTANCES: \,\\ — — — — — / / '� \ hU FILL I \ DRAINAGE STRUCTURES INLET ' rp I !La 112 I \ \ � �Ce T /!` A. BUILDING W/CELLAR = 10'-O" \ - I J = SEE DETAIL ON DW6 No3 FOR REQUIREMENTS 1O O {y I I 5 4 - ` , TIDAL WETLAND k ! \ / \ \ \ / 3 B. BUILDING ON SLAB = 10'-0" EXISTING \\\�\\ ` / — — — — — —_ ` — — — — — � / / I ( 1 \ \ \, 4,, \ a \ \ X14� a, \�- : ' a I e \ I BOUNDARY ) EXISTING °` / /, .t I 7� G. PORGHE5,DECK5,HOUSE OVERHAN65, DREDGED \ // / / I � O �� q j�o, k �� E .GEN/ 13� - = '�y— ,C� • GRAVEL y � 1 I Ex)srlrio ` Z, II- a e I'` / I C11 \ \ \ rrj \ jD\• \ ' DRIVEWAY I POKIER/COMM LINES — AS DELINEATED BY I 1WCANTILEVERS,ETC, = 5'-0' CANAL \3\\ \y ;^ - — — / / I `V EXISTING FLOOD \ \ P. • \ • I k 1 I \ .�i� \ -9 T ro REMAIN W EN-CONSULTANTS m D. WATER LINES - 10-0 ��\ - 4- \ / I QD d' �x G \ ZONE X F\8 .� `�� J ./ ' •EXI T. / I y— - � .U.) 2 E. SURFACE WATER(WETLANDS) = 100' O" \ \ -/ \ 2 / I ,p LAGOON ° M f / �� o� \ \ ) /., •INL7'� FLOOD x BB GUP,6 e o ON JUNE 21,202) N� _> ��C, F. PUBLIC WELL = 200'-0' \\ \ / ( -p � ^� ( �N \ ` \ \ \.1+ MODIFICATION TO �I�. % ti '-�' • 1.N� O 0 3493 G. PRIVATE WELL = 100'/150' 0. 5AN.LEACHING POOLS = 8'-0" \ \ < I f'rj I ' \ \ ` ` \ �B �EX. WATER LINE PATH: �' i >xl�T " ZONE-F 1 \, 1'. 'I.' �, e R E 0 E ' V E AR P\ H. RET.WALL(WTRPROFF) = 10'-O" P. PROPERTY LINES = 5'-0" \ - _ - \ ) J l tij � \ \ \ -_ PROPOSEDIGONNEGTION POINT H-_ ,o �� / INLET / . I•' I ,9 EXISTING • J^ 0 O ,• APPROVED � } j \' OFESSION Ill Ill - � / � - \ \ �s , . � . s` , .I 6RAVEL . - EX.STONE +�'0 AP ROVED BY J. U/6 FUEL TANKS = 10'-O' Q. TOP OF EMBANKMENT OR STEEP SLOPE \' \ _ \ - / �-� \�_ \ MODIFY PATH OF EX.WATER 9,,�0 -- .•V I 1 9 �/ r� \ 7 p� � / .-- f . I 'DRIVEWA` EXIST.. GOLUMW7 - A f G 2�2 K. U/6 UTILITIES = 5'-O' (1595 SLOPE OR GREATER) = 25'-O" .�� — _ — — — — - ' ' • \ F >� \ \ SERVICE LI PART OF EX ` "r \'' \ I r 4 INLET / - Qe _ 4 �' .^ .1EFFREY T. BUTLER,P.E. L. ROAD STORM DRAINS OR R. BLUFF = 65'-O" �1 _ S' 390^ rr TIDAL WETLAND BOUNDARY AS \\\\ 4J ° \\\ \\SERVICE LI TO REMAIN AS low 1 \/!�V \ • .' \;. ° .\ 1, •/,_ Cri. BOARD OF I TRUSTEES RECHARGE BASINS = 20'-O" 5. SEPTIC TANK PUMP STA,GREASE TRAP — — — — — __ — 6 50 DELINEATED BY EN-CONSULTANTS .y rY \ SHOWN,INSTALL NEW SECTION \ "'"— AN - '-o° ____M.HW Io - E ,y" \ moi- ® \ _ _ �H� _ N' / -- TOWN OF SOU T i SOLD M. ON-SITE STORM DRAINS OR MANHOLE = 8 r ON JUNE 21 2021 Yy • 2 ,PER UTILI PROVIDERS RECHARGE BASINS = IO'-O T. 5WIMMIN6 POOL = 20'-O" � "141,21 - I(j o \ ` . \5 6\ REQUIREMENTS FOLLOW OOD - — — — `" — " — " " — / / / Board of \ 8 _ �� — / tt _ Board of Trustees N. CATCH BASINS,NON-L.EAGHIN6 = 10'-0" U. DECK/RAMP = 5'-O" � �/ ��I /\\ ` ZONE X — — _ / 00�, \ \ \w\ PR\OP05ED PATH AS SHOWN — � — _ ENGI — 9 ` / 1 4 � � r /" I )�I E \ru.1�� �5 ZO�i� I O "I q P �/ \� EX WOOD R IL FENCE-- - - - - t>,.,,000� 1 / \ / i•-' L r- ( F CD 5EPARATION DISTANCE REQUIREMENT5 FOR SEPARATION DISTANCE REQ'MT5 FOR SANITARY SEPTIC \ - - - 71 \ � -e_ / i /6 i tJ- 9 d _ - � 5TORMWATER LEAGHIN6 5TRXTURE5 AND PIPING (RESIDENTIAL): TANKS. I/A OWT5, PUMP 5TA OR MANHOLE (RE5IDENTIAD: \2_ • tl � � \ \ � � � G� — � SCDHS REF. NO. � • • � O 0 , 9 tt z FORT STORM DRAINAGE LEACHING POOLS L STORAGE TANKS(BLW GRD) = 20' MIN. MA.B�LDINGTW/GE LAR TI -015T NSG L.ROAD STORM DRAINS = 20'-0" ` . / \ ° �� \ LOT 112 6 (�/ 2 �+ S2 45 20 \ gg`�g -t—7 --- 34,0�,A-- °� ___.- R-22-0161 ,� � WTI PROPERTY LINE = 5 MINIMUM B.BUILDING ON SLAB = 5'-O" M.ON-51TE STORM DRAINS = 10'-O" �7 MM: �i � Q BUILDINC75 WITH CELLAR = 10'MINIMUM HORIZONTAL SEPARATION DISTANCES FOR G. PORCHES,DECKS,HOUSE OVERI•ANGS, N. GATGH BA51N5(NON-LEAGHIN6) = 5'-O" \ '311.W / TM No. 1000-118-2-16.1 , , l� 32,1'(POOL 4 PATIO) O I+1 z N O \ PROP05ED 1/A OWT5 5ANITARY 5Y5TEM D V) BUILDIN65 ON SLAB = 5'MINIMUM STORM DRAINAGE NON-LEAGHIN6 STRUCTURES: CANTILEVERS,ETC, = 5'-O" 0:SANITARY LEAGHIN6 POOL = 8'-0" �y LAND N/F OF 124' O Z (� WATER SERVICE LINFVLAT'S/MAINS = 10'MIN. WATER 5ERV'16E LINE5/LAT'5/MAIN5 = 5'MIN. D.WATER LINES = Io'-C" P. SEPTIC TANK,PUMP STA OR M.H. = 5'-O" ME5 s JUSTIN WEEDEN (PROPOSED b BEDROOM SYSTEM( SERVING BEORMS 4 5 6 7 AND 8) �PO`-'� O rL 0 13 � M � v 192'(POOL) (PATIO) POOL EQUIPMENT LAUNDRY/STORAGE AND a J 3 UNDERGROUND UTILITIES = 5'MINIMUM UNDERGROUND UTILITIES = 5'MINIMUM E SURFACE WATER(WETLANDS) = 75'-O" Q.PROPERTY LINES = 5'-O" a SINGLE FAM DWL6 SEE DW6 No3 FOR DE-516N LAYOUT d REQUIREMENTS J �) Z O SANITARY SEPTIC, TANK = 20'MINIMUM ENLARGE PARTIAL SANITARY SITE PLAN 23b'(WAW I/2 BATH ENCLOSURE BENEATH RAISED [ 1 O F PUBLIC WELL = 200'-O" R.'SWIMMING POOL = 20'-0" DEVELOPED • T I 4U'L LAR LVL PATIO,AREA: 636 SQ.FT. `�' � `� � �" 3 5ANITARY LEACHING POOL = 20'MINIMUM VERTICAL SEPARATION DISTANCES FOR G.PRIVATE WELL = 15'-O" 5._TOP OF EMBANKMENT OR STEEP SLOPE PUBLIC WATER • SANITARY PROFILE - PROPOSED SANITARY SYSTEM b' PROP05ED TAPER STONE WALL Z QI Z � — Q.._ PUMP STATION = 20'MINIMUM `,NORM DRAINAGE LINES. H.RETAINING WALL(WTRPROOF) = 10'-O" (153.SLOPE OR GREATER) = 25'-O" • PRECAST AND ASSOCIATED COMPONENT DETAILS AREA: 1134 5F. - PROP,PAVERS @ EL. 10.1' I--1 Z � I Q- MANHOLE = 20'MINIMUM WATER 5ERVIGE LINES = 18' MINIMUM J.U/G FUEL TANKS = 10'-O" T.BLUFF = 65'-0" ' r �l PRIVATE WELLS = 50'MINIMUM 5ANITARY WASTE LINES = 18" MINIMUM K.U/G UTILITIES = 5'-O" U.'DEGK/RAMP = 5'-O" iI 'I 142 ' •�R, I 4 PROP05ED STEPS D0 N J z O Q PROPERTY LINE, LEC��HD: EXISTING SANITARY" SYSTEM 'A' R PROPo5E[i .�'R �- 3R a 6',AREA: 12 S.F. � '"' O PROP05ED 1� 5WIMMIN6 '-1•;_ L/) (b Z — EXI5TIN6 PRECAST SANITARY SYSTEM PARTIALLY CVRD BI-LEVEL 1 POOL ' PROPOSED (� N LIMIT OF MODERATE HAVE ACTION LINE(LIMA LINE): _ DP_ • SERVED 5 BEDROOMS -roe RAISED MASONRY PATIO W/ ... � LOWER LEVEL RAISED PATIO O • SYSTEM TO BE ABANDONED IN-PLACE b BEDROOM 1/A OWTS 5Y5TEM G: , �/� RAMP STEPS AND LNDGS DOPING 9 .• - 6 EL. tlIA',AREA: 1,146 S.F. L/) � W_ J Z 0 nD WETLAND Y�II�:_ E�5TIN6 GONTAIR SANITARY SITE PLAN I -FUJI GLEAN ONSITE -� 111 �. 11.g � CD N -6- - - WASTEWATER TREATMENT ETU �v�' d`%'� I PROP.POOL ENGL FENCE, 7 I Ili AREA: :.4..... '.... I PROP.RETAINING WALL, Q ILI I O � 50'OFFSET FROM WETLAND BOUNDARY: EXIST.lo'CONTOUR -- EXISTING SANITARY SYSTEM '13' -"� ri-I 780 SOFT. � _ TW� 10.1 BW® sb ['� m l0 11- O r_ —_ _ __ __ __ — lo- I -4 Q PRECAST DISTRIBUTION PODL C�, W/5E1 F CLOSING/ :LHR LVL ® _ - H REWORKED CONTOUR EXISTING PRECAST 5ANITARY�;Y51BMI 2 - 4'E.D.D15TR. LEAGHIN6 GALLEYS " iL'h SELF LATCHING GATES / ,l� RAISED I tri AREA: S.F. v) Q � O I 100 OFFSET FROM WETLAND BOUNDARY: 5ERVED 4 BEDROOMS J p PATIO �` �� - ^/ ') in N —-- -- -- --— (DEMI0) . b----**-*- 30 15 O 30 60 40 2 - 4'E.D.LEAGHIN6 GALLEYS Lt APPROX: 12 LIN-FT. PROP.6RA55 PATH a EL.8b 0m> N - • SYSTEM TO BE ABANDONED BY REMOVAL „ _ „ I / li •f I'� EL__ .... AREA: q2.4 S.F. O M k6 11._ MEAN HIGH WATER LINE o EL.I0': PROPOSED CONTOUR b , GRAPHIC SCALE I - 30 0 PROP.RAMP® t75�, L.. a .. FEMA-FLOOD ZONE BOUNDARY LINE: PROPOSED SANITARY SYSTEM C EXISTING DWELLING t AREA, 80 S.F. __ � 1.'...:�: 3R @ bPROP0�"51�DOWN,. M O EXIsme SPOT ELEVATION x6.0 - /9 BEDROOM) - .. 3R a 6,AREA: 12 S.F. O r PROPOSED 01 x10 I, 4 aJ `� 0 Z " "`�` -"' ' °' PROPOSED 6 BEDROOM I/A GN SITE WASTE WATER TREATMENT www.di netn cli.com 0i PROPOSED RET.WAI-I-, s y rLL.RAISED PATIO-' :� -' � PROPOSED SANITARY PIPE 55 55 PROPOSED SPOT ELEVATION © PLANT W/PRECAST DISTRIBUTION AND LEACHING COMPONENTS or AREA: 28 S.F. • .- ,fi ® EL. Il.g' -~ �1 = PROP05ED PATH r0 GRADE - Z [Q SEE 517 PLAN FOR LOCATION, THIS DWS of PJ�''J�'YC K Cl11 www.call811.com I . '-�•• / _ :.218"'4.41 : 1 u� O 1. . (2)SECTIONS OF STAIR Q PROP.STORM DRAINAGE PIPE --SD—5D FINISHED FLOOR ELEVATION F.FL.EL. = et $� �G15,F�J� (for other states) PROPOSED / �� .:•' _` :"• ' , , }— w w SEE DW6 Not FOR DESIGN LAYOUT AND REQUIREMENTS r�`1+ ��^� ��b BEDROOM I/A OWTS SYSTEM D: UPPER��RAISED :;1'.: . •')6 0''.'4 =b.z .- 5.2 x o.l' 35 xb.OLG,42 5F.PLUS o v 7 EXIST d PROP U/6 WATER LINE EXIsnNG UTILITY POLE �, ENLARGE PARTIAL SANITARY 51TE PLAN 800272-4480 � 811 ® I"`7 �; I - FUJI GLEAN ONSITE ;• _ ;;:=. - ' ' 0)LND6 a EL. 13.4,16.1 S.F. -4 : : : L �+ �/ WASTEWATER TREATMENT ETU !f" / (1)LNDG 0 EL. 10.1,182 5.F. - w w w - , PARER 4145.F. 4 . PROPOSED m EXISTING OVERHEAD UTILITY LINE: -. -rr -,r -. - TEST HOLE 5ANITARY PROFILE-PROF 05ED SANITARY SYSTEM G /^j I -4 V PRECAST DISTRIBUTION POOL • EDU DETAILS AND ASSOGIATED COMPONENT DETAILS I / '� GRADED SLOPE. TL AREA: 763 S.F. � Bylaw,excavators and contractors working in For safety reasons,homeowners are strongly / „�� 2 - 4 E.D.DISTR.LEACHING GALLEYS r b DPS :� -:::� PAGE: EXISTING U/G ELEGTRIGALK. Mh1J CATION the five boroughs of New York City and Nassau encouraged to call as well when planning any fot�� : ::'..• f)• - Q' EL VARIES PROP,POOL ENGL�(W/SSS : `, 2 - 4 E.D.LEAGHIN6 GALLEYS `'. 6 CLOSING/SELF LATCHING GATES SERVICE LINES: E --E EPROPOSED SANITARY SYSTEM= PROPOSED SANITARY SYSTEM D and Suffolk Counties on Long Island must type of digging on their property. >r p.. .s., �. F�..11.0-140' contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at 0l I . EXISTING : EX. U/6 --Ui6 U/6— O COVER TO GRADE PROPOSED b BEDROOM I/A ON-51TE WASTE WATER TREATMENT 48 hours but no more than 10 workin da s 1-800-272-4480 or calling 811,the � ��J AG UNIT APPROX: 80 LIN,FT, 9 y y 9 I —R. GARAGE � e a PROPOSED SANITARY SYSTEM: -' C'�R"6RADE PLANT W/PRECAST DISTRIBUTION AND LEACHING COMPONENTS (excluding weekends and legal holidays)prior national call before you dig number.For 3 EXISUING 6.FL.EL @ t14.1' to beginning any mechanized digging or excavation work completed on personal Z Ib.q' 2 5TY F:?DWL6 X.6RVL FWP05ED RAMP a 11496,W/ 0 0 ERTC-RADE r© ® 1 LEAGHIN6 _�\ EXPANSION SEE SITE PLAN FOR LOCATION,THIS DWG excavation work to ensure underground lines property,it is the contractor's w EXISTING WATER MAIN (q BEDRM) DRIVEWAY' RAIL TO CODE,AREA: 6837 5.F. G � SEE DWG NO3 FOR DE516N LAYOUT AND REQUIREMENTS are marked.Excavators and contractors can responsibility--NOT the homeowners--to ct- — " W — W — W — W — W — w —� FFL EI.. Iq.4' �1 = ' POOL / ,,,1 POOL f ,'-,I also submit locate requests online,through contact DigNet.Having utility lines marked ROAD �\ n\ n � d a PROP.LN06 ON EX.DRIVEWAY o EL. 14.6 FUJI GLEAN USA --- � t�LP '-'/ 1 EXP ' / • ENLARGE PARTIAL 5ANITARY SITE PLAN ITIC.If you do not currently use ITIC,please prior to digging is free of charge. ENHANCED'(REATI-ENTUNIT(ETU) --' `1__/ • SANITARY PROFILE - PROF05ED 5ANITARY 5Y5TEM TY call 1-800-524-7603 for more information. SGDH5 APPROVAL AREA: TYPICAL PLOT LAYOUT KEY PLAN - PROPOSED CONSTRUCTION • PRECAST DETAILS AND M15CELLANEOU5 COMPONENT DETAILS NO SCALE SCALE: 1' = 20'-x" of 6 THESE DRAWIN65 AND ACCOMPANYING SPECIFICATIONS,AS INSTRUMENTS OF SERVICE,ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SMALL BE RESTRICTED TO THE OR16INAL SITE FOR WHICH THEY WERE PREPARED.REUSE,REPRODUCTION OR PUBLIGATION BY ANY METHOD, IN WHOLE OR IN PART,15 PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT.TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITEGIMI T.VISUAL CONTACT WITH TSHALL COPLSTITUTE PRIMA FACIE EADBNC.E OF ACCEPTANCE OF THESE RESTRICTIONS. S . C . T . M . # DISTRICT 1000 SECTION 118 BLOCK 2 LOT 4 . 2 TIDAL D DELINEATED BYENOCONSUTANTS JUNE 21, 2021 LA ` 1\ MARSH o� / ` \2Of \ \ MARSH i^ ,+ \ � �• Q��`t / / - - ,. / / 96 eIN ' I i l �,.-',"•.,� J �. N48"10'50" E �i 288.00' _._,--`'' 33 _- `"'--�--- P 0LOT 112 . • •�'� '� TIDAL WETLAND BOUNDARY I ; Jf� i ✓' �-''-- ^�'-"_ "' --b:� 5--- ALONG MHW UNE AS `� �� _ ZO )8 - NE :•' •. DETERMINED BY EN-CONSULTANTS I `` �/ - ! „_..-----��^ OUNDARY JUNE 21, 2021 I ' L / /^ \�\ �co' ` 1 ZONFr' ( 6 .-' 6- -_,•- ,�- / !�' '`\ \._a/ r',�,� r!.!'''�''�.' 1. � '`�••_ •`•`��\,• '�' O 7 /j �NE '`e /'= e• e . . �y• 2074 ZONE X LOT 1 I 1 / •�' * / .. •r ~ CHANCE E X / j �tvEi Y ANNU OD . .e. 1 1 f .9 t \ rj TING :.':•::. . _ -\� co SEPT I" CEDAR ` ~♦ P 0 LOT 112 i I j /r- / f4 e • ZONC X. MON. f r � (\ f -ter_"_` ---- ' �. � ''c�ce'--` -. —.,._ �'v3 : ,,• _ . car .• . :A. OR '\ .$RAVEL•LTRNEWAY WOOD GROIN ! f rrj / f/ o e N t I f / r� r / \� 3,� '• e� . ZONE`x o.2 ONEI x CHANE ANNUAL FLOOD ca CHERRY+ ' 1 o� 1 ( FT), E L J SLATE WALKWEI � CP , I \♦ 11 \ \ t ; coNc. ::::::::::::::::::::::::. WELL +Nc +nro I I i l J :.:.2 STY FRAAFE " LP. UA IPORCH KUM tT► ) ' t ra. :.. \ �\ `~ COI \ ::`; CEDAR ! 8.4 (7):.: .::.................... i � t \ \ ............... 1 1 1 KAYAK \ \ \ \ `.� :::`: •,.... ':::::::;::: ::: :::::. L RACK ♦ \I t 1 [g ' P C ..................... ............................... `Z t0 I 1 1 \ I � 1 , 1 OAK "�_ \ \ �\ ��.. J •::.:,ffT:.:'::::: / r ::•:19.3-:.' .••. ................. 1 1 ( 1 i ZONE VE(ELS) 14� ZONE AE(EL 6) 1� a\ \ `\ I Lu \ \ �__.— �. scrooNgcv� � Z X\. 3 -''�" / EXISTING, J // !! , � 16 5 r '�� SEP II; � �% /„yOAKO' j , { � h / O I\ ( \ i / �''ti`- ., .� EL��`\ \♦\ r' \'. " C LP r ,/ f ✓ ✓ / f N ez 1 �--^•.��.. `. ' - ._ _ OAK 4 / l 4Z� AS GROIN• Q � `.,,,\ .�\ ��\� `` '--"__`_.'_'.----__—•---" 12 / / ' EDGE OF LAWN ry�frl / 'f �\ --N \\ `S♦\.``�.\ \ ♦1, CONC "- 17, 1 CIVi OAK O -`•. -` ~`'+_ 7 PINE �•r � /' j / / ( O OAK TDAL WETLAND BOUNDARY AS DELINEATED EN-CONSULTANTS JUNE 21, 202 \ `� RAMP i , ♦`\ "`4 j `• -`\ \ sr� `\ / ` \ 1`- ;;'► E• if, TIDAL WETLAND BOUNDARY AS DELINEATED BY \`` `�`,,�♦ \ �, ��`` ':\ EN-CONSULTANTS JUNE 21, 2021 WOOD GRorty / I, �\ �O / L----_ -_.- -- WOOD WALK�'.�,�.r., i MARSH —BULKHEAD —J S 57° 462011 [-;lT TIDAL ET'LAND BOUNDARY W ALONG FACE OF BULKHEAD AS 163- 13, DETERMINED BY EN-CONSULTANTS JUNE 21, 2021 t I of ! / - -�✓ .' .� /� ` ! \ O 0 PILING 0 PILINGLAGOON I °`�; 1 t ,� ;'/✓�-� ,•.r^'" LOT 110 = I �; �✓'' '', --'',�\, `"``' .� j MARSH —,.._ N 52o 4811 D" E 110.94' -� I f ` lbcp \ tp *ODD GROIN / r 1 yf,,i j f !f ; \ } /�f o� MARSH , � � ' , Q�1 /�4�• / i rte^ . --_"""'-..._---• _ ''� ` C+a w f i r `t"' -� /1 / 1 \ O��oi.•r J ,,/ -'ter ''�' -6 1 1 -40. 9 /0/ ¢D'� O LOT 109 - 70 it� � 1 i J ' \\ ��,\ ' ♦\ \ \��•'~--•'' \�`'_`"'-.. `_- _r-. "•-.�� ,..••'^- /�/ • LOT 108 i -- S9. 13 • ; ZONE AE(E6 ---ZON 12 _. ✓ -^' r. ,,., -'' -r. � --"�r,,..._.._---- - ___•--'"�. 10 ------------ i Jj-------�~ �._ '��� /� r r�,�.•r •0 TIDAL WETLAND BOUNDARY AS DELINEATED BY EN-CONSULTANTS JUNE 21. 2021 Ile Ile If r+� LAGOON 1 / rsS Or: WOOD BULK 1 1/ REMN II / / f 10 t) S , 032 7-- f 6- L�uL K►r ' S2903 6120 / 6500 ' E EIVE MAY — 2 2022 -� Southold Town If Board of Trustees FEMA MAP#36103C0502H M.H•W EC 1.0 _ AREA:249,682.84 SQ.FT. or 5.73 ACRES ELEVATION DATUM: NAVDSB ZIP, w UNAUTHORIZED AL7ERA77ON OR ADDITION TO THIS SURVEY IS A VIOLA 7701V OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY / \ MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN z / 1 ONLY TO THE PERSON FOR WHOM THE SURVEY lS PREPARED AND ON HIS BEHALF TO 7HE T77ZE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777UTTON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS7I7U770N, GUARANTEES ARE NOT TRANSFERABLE. ' 1 THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE r NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD1170MAL S7RUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS / AND/OR SUBSURFACE STRUC7URES RECORDED OR UNRECORDED ARE NOT GUARANIrED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:LOTS 108-111 INCL. & P/0 LOT 112 CERTIFIED TO: 1663 BRIDGE LLC; MAP on AMENDED MAP A OF SECTION B, NASSAU POINT FILED:OCT. 12, 1921 No. 753 CLUB PROPERTIES, INC. SITUATED AT:NASSAU POINT THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design AND OR DATA OBTAINED FROM OTHERS. Aft 41 P.O. Box 153 Aquebogue, New York 11931 FILE #221-120 SCALE:1"=30' DAT::JUNE 30, 2021 N.Y.S. LISC. 740. 050882 PHONE (831)298-1388 FAX (631) 298-1588