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HomeMy WebLinkAbout1000-86.-5-14.4 OFFICE LOCATION: � � 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: 631 765-1935 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees Cc: Honorable Lori Hulse, Attorney From: Heather Lanza, AICP, Planning Director LWRP Coordinator Date: August 10, 2026 Re: LWRP Coastal Consistency Review HC NOFO LLC, SCTM# 1000-86-.5-14.4 This application is to request a Wetland Permit to convert the existing 30'x50' (1,500 sq. ft.), second floor of an agricultural barn into a single-family dwelling; and to install an innovative alternative on-site wastewater treatment system (1/A OWTS) for the new dwelling. 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 policies of the LWRP as follows: Policy 5 Protect and improve water quality and supply in the Town of Southold. 5.1 Prohibit direct or indirect discharges that would cause or contribute to contravention of water quality standards. A. Restore the Town of Southold's water quality by limiting major sources of surface water quality impairment. 2. Reduce nitrogen discharges sufficient to achieve dissolved oxygen levels that would limit the occurrence of hypoxia. B. Prevent point source discharges into Southold's coastal waters and manage or avoid land and water uses that would: 3. adversely affect receiving water quality Policy 6: Protect and restore the quality and function of the Town of Southold's ecosystem 6.1 Protect and restore ecological quality throughout the Town of Southold. A. Avoid adverse changes to the Long Island Sound and the Peconic Bay ecosystems that would result from impairment of ecological quality as indicated by: 2. Degradation of ecological components Degradation occurs as an adverse change in ecological quality, either as a direct loss originating within the resource area or as an indirect loss originating from nearby activities. Degradation usually occurs over a more extended period of time than physical loss and may be indicated by increased siltation, changes in community composition, or evidence of pollution. B. Protect and restore ecological quality by adhering to the following measures 3. Avoid fragmentation of ecological communities and maintain corridors to facilitate the free exchange of biological resources within and among communities 6.3. Protect and restore tidal and freshwater wetlands. D. Provide adequate buffers between wetlands and adjacent or nearby uses and activities in order to ensure protection of the wetland's character, quality, values, and functions. E. Maintain buffers to ensure that adverse effects of adjacent or nearby development are avoided: 1. Maintain buffers to achieve a high filtration efficiency of surface runoff. 2. Avoid permanent or unnecessary disturbance within buffer areas. 2 The existing barn is non-conforming to Town Code because it is less than 100ft from Richmond Creek and its bank. Converting this barn to a dwelling and adding the requisite septic system will exacerbate an already non-conforming situation, and contribute to increased pollution to the creek, a designated Significant Coastal Fish and Wildlife Habitat. This is inconsistent with Policy 5 and Policy 6 of the LWRP because it does not protect the water quality nor the ecological quality in the Town of Southold. Specifically, the location of the proposed septic system so close to the wetlands is inconsistent with Policy 5.1.A.2 which states that nitrogen discharges should be limited to restore water quality. This proposal creates an indirect discharge that would increase the nitrogen content in the nearby creek and potentially lead to water quality impairment. The proposed action is also inconsistent with Policy 6.1 A.2 that calls for the avoidance of adverse changes to the Peconic Bay ecosystem that occur over an extended period of time from nearby activities. The discharge of nitrogen pollution from the proposed septic system being located so close to the creek would cause the degradation of the ecological components of Richmond Creek, a part of the Peconic Bay ecosystem. Note that an I/A OWTS, while better than traditional septic systems, does continue to cause nitrogen pollution over time. In addition, locating a home so close to the creek will have other adverse effects including pollution from lawn maintenance chemicals, and potential additional clearing of vegetation along the creek. Further, the proposed action is inconsistent with Policy 6.3A which states that actions must comply with the Southold Town Board of Trustees' laws and regulations. Pursuant to Town Code Chapter §275-2 Definitions, a bank is defined as a land incline adjoining a body of water, wetland and/or beach. The Trustees have identified a bank adjacent to the creek near this location. The Board of Trustees jurisdiction starts at the top of the bank. The plans submitted do not accurately reflect the Trustees'jurisdiction, however it is clear that the proposed dwelling does not comply with Chapter §275. The proposed action is also inconsistent with Policy 6.3.D which calls for protecting tidal wetlands by providing adequate buffers between wetlands and nearby uses. The new dwelling, in its location so close to the wetlands, does not allow for adequate buffers to ensure protection of the wetlands' character, quality, values, and functions. 3 Let it be noted that the pre-existing barn on the proposed property was constructed years ago for agricultural purposes. The barn was used as storage and had no bathroom or septic system, minimizing its effect on the nearby wetland. The close proximity of the dwelling and its septic system to the wetland is preventable because there is plenty of space to locate a dwelling and its septic system elsewhere on the 13.2-acre parcel. Converting the barn to a dwelling in the proposed location when there are alternative locations far from the wetlands sets a poor precedent for similar properties. This parcel has the ability to be subdivided in the future. Pursuant to Southold Town Code Chapter §240 Article XI Cluster Development, a future subdivision here would be required to cluster development and preserve 60% of the area for open space. The Town Code requires that the open space be contiguous and protect the most sensitive features of a property. In this case, the most sensitive features of this property are the wetlands and the wooded buffer protecting the creek. Converting the pre- existing barn to a residential dwelling would circumvent this requirement by allowing a dwelling much closer to the wetland than any residential lots would be allowed. This would cause fragmentation of the ecological community around this section of the creek and destroy the existing corridor. This is inconsistent with Policy 6.1.B.3 which states that fragmentation of ecological communities must be avoided to maintain corridors to facilitate the free exchange of biological resources among ecological communities. 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. 4 � y J 10 . Vr•• p- l SubjectProperty � � Subject Property � Open Space z adjacent `� A y \ � subdivision � �� f- e� Irn Date:4/3/202t "i!°Ol'S•.45'N 72?2 D Town of Southold Q�C❑❑7�D LWRP CONSISTENCY ASSESSVIENT FORM JUL 2 8 2826 SOUTHOLO !U}VN PLANNING ROAD A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permks 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 consistent;y 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# 86 _5 _14.4 PROJECT NAME HC NOFO LLC The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ✓❑ I. 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 iransaction) ❑ (b) Financial assistance (e.g. grant, loan, subsidy) (c) Permit, approval, license,certification: ❑ Nature and extent of action: Second floor barn to be converted to habitable space, install septic system to code Location of action: 2705 Indian Neck Ln, Peconic, NY 11958 Site acreage: 13.2 _ --- Present land use: Agricultural Present zoning classification: R-80 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: AMP Architecture (b) Mailing address: PO Box 152, Mattituck, NY 11952 (c) Telephone number: 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 POLIO' Policy I. 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 The proposed project uses the existing agricultural barn by converting the second floor into a _ single family dwelling, staying withiri the existing area without altercating the existing structure or facade. 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 Z Yes ❑ No ❑ Not Applicable The proposed project is an interior conversion of an existing agricultural barn and an installation of a septic system which would not alter or impact any known historic or archeological resources. 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 ❑ Mot Applicable The proposed project will maintain existing appearance of the agricultural barn and the surrounding landscape. Which will preserve the rural character of the property rather than cons ruc ing a new dwelling. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LNVT P Section III—Policies Pages S through 16 for evaluation criteria ❑ Yes ❑ No ❑ Not Applicable The project involves limited excavation associated with the installation of a new septic system and will not increase erosion or flooding hazards, because it will be placed away from the regulated wetlands portion of the property. — Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III — Policies Pages 16 through 21 for evaluation criteria ❑ Yes ❑ No ❑Not Applicable The proposed installation of a new septic system following the I/A OWTS will improve wastewater treatment and help protect groundwater and surface water quality. 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. . Z Yes [—]No ❑ Not Applicable The project avoides the regulated wetlands on the property, and the closest point to it is approximately 83.4 feet from the existing and proposed structure. 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 Z Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazarda,us substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No Z 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 45 for evaluation criteria. ❑ Yew l No❑ Not Applicable Attach additional sheets if necessary WORKING COAST POILICIES 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 Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in song Island Sound, the Peconic Estuary and 'Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑✓ Yes ❑ No❑ Not Applicable The project will not affect living marine resources or costal waters, with the installation of the I/A OWTS it will support water quality protection 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. [21 Yes ❑ No❑ Not Applicable The project preserves the majority of the 13.2 acre agricultural property and does not require significar land clearing or expansion of development. The proposed conversion is limited to the existing barn structure and minimizing impacts to the surrounding lands. 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 FV/] No ❑ Not Applicable PREPARED By AMP Architecture ___ TITLE Architect_ _ DATE 1) 20 \' 014 ,•4 \ \ \ 2 y 6) dEE 6EC.NJ Ot^ \�\ \ \ \'v SEE SEC.NO.013 SE S Es OB OB-90 1v � \ \� � ) . N : \\ � \,a\'.. Gti Pob N6 "\S� ^ Aft FR NO .a ��i"... q• �... E �� �� 120&09 4j i5�. 4 �`t¢Y'• \\�\J jl � t \ \' $EE EC NQ\- \' � SEE SFC N Fri PCl NO `"'� p �.3\\ '�\. �, .oa 'w LT: azs ae o�+`•" v k sn , 3 arsar i roraa6V tA.'.✓ ,o-,`; ` a2°o \� •R�.1,2 �* �'�\ \ oa.was \�\'\S- ;' :r.F� �'' \� .a �\ •`� 1 \l\... \ = as 31 ol 1 \ m,s , 5s. @AV v vVv \ �� e s A -F ��• sa Q v \ osz441 v •+ • i aN,tS L "v'v^'v'v.-'vv e `'v'v. 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(21) 1.... .. yo5' $' aEaL wnaEfin Taxsm Eroeiv P ra a AMP Architecture Address:10200 Main Road,Unit 3A,Mattituck NY 11952 Phone: (631)603-9092 Design + Buila I, may.^ North Elevation (Left) East Elevation (Back) West Elevation (Front) SW Elevation (Corner) South Elevation (Right) SW Elevation (Corner) Owner: HC NOFO,LLC Address: 2705 Indian Neck Lane, Peconic,NY,11958 Applicant:AMP Architecture All Photos Taken on 06/18/2025 2705 I . N . L. DWELLING w cc 0 w M Q N d C h O M O 70 >O O C N Z O Y d O N � C X O N O Omy(0 L O � N O N DYELLIN6 w/ -0 - T V { - U �My W DWELLING PRIVATE WELL �P \ DWELLING U >I50'FROM SUBIE OM Ci Q.\ \ PUBLIC WATER ql' 'DO __ __, FROPERtt LINES �' K \ b'✓° \ '- TRANSPORTATION LOT '1 SCTM g1000-b6-05-12.4 1 DWELLING w/ \ / a. 1 �. RIBLIC WATER p Q 1 1 I. e q.q0 W EXIST. IRRIGATION (' I _ _.._._ 1 WELL Q/ l a / o M1D m O .1 � / q 1q•adW � EL.'DJ g DWELLING 1 0 �/ I.1b w/PUBLIC I 1 1 / P WATER PROJECT SGOPE: \ CON\/ERT EXISTING SECOND FLOOR OF BARN INTO HABITABLE SPACE 6/ PROJECT DATA: 11 p / � � PROJEG7/ZONING�.DATA' DWELLIN6 w/ '1 / TAX MAP= 1000-86-OS-14.4 PRIVATE WELL I DWELLING u/ >I50'FROM PUBLIC WATER SUBJECT l ' ZONING DISTRICT R-60 P ELIN ES '1 - n / , _/ XTEST HOLE LOT AREA 13.2 ACRES Z O / )Q EL IOD' F 1 13 N PROP. Coto-BARN a44413:05/05/2023 I 1 NH6'OT30•W Ib614' x / � _ � -�-- BUFFER 1 ➢ •1 � / � j FEMA FLOOD ZONE X 1 Z 1 EX15TFR 5ARN RY '� �q/�� FLOOR AREAS PER:50VTHOLD-TOVdi CODE:SECTION§2B0-4: '- ^II Z \ O WD W PROP. / EXISTING EXISTING w m 1 0 RENOVATION CONDITIONED GROSS __ — 5: 1 1 TO 4 15EDROOM / _ _ ,.- bD'i•.__ AREA AREA BASEMENT AREA O S.F. I$00 S.F. A 1 DWELLING�/ d - - PROJECT: PLBLIL WATER s\B/ _ / �L000 ZONE%(SH-AOE6A;- --_ --_ E FIRST FLOOR AREA 1,408 S.F. 1543 S.F. 1 Ei/ / i IE AE fE.L" /.C�_. - �' DWELLINb w/ \ ➢ 1 / �-^L� --_ E2705 ]L% C OJ PUBLIC WATER 1,1 AREA TOTALS 1,40 S.F.SF 3p43 SF. / I.N.L. O '1 +. -`I„e130��/ EL aIO�� /� �. _ -l"iit ry_�j ♦\ / SBO.g1.15 W DWELLING �O Wk� , "Q MW �= 4b "50UTHOLD TOWN�'GODE iTa 4 ^+e Mn %LOT 2705 INDIAN NECK LANE _- 1 be•aroo• I1390' - _ E l%� 20 I WET�L ADS ASZP M17 OF DELINEATDED BY yl 5B4 59'14"W% DESCRIPTION(FOOTPRINT) AREA COVERAGE PECONIC,NY 11958 Wl BOWMAN PHD OF LAND 5-14°19'a5' 45]a \ 1� EXIST TONE DRIVEWAY -J 9 r__�I�/_/ +` USE ON MARCH 13,20]6 55 \ _ TOTAL LOT AREA STS,Tq 5F. '\ DWELLING w/ 1 W b B.00'_-T�l�� �q'W 565°I4'IB'W �\ PUBLIC WATER TOTAL BUILDABLE AREA(LOT s26s46 S.F. DRAWING TITLE: 1, • N�" `1 IF--`\ Y L;—' EI"�* J'�/ _�� �B l 5lB•41g0,W Snb•Q�q�• 4b30' \\ EXISTING BARINSF OF WETLANDS) I$30 S.F. 03% PROJECT LOCATION&SCOPE 1 19 p Nba, I _-- _= "`�_ DgTI•w qO \ SITE PLAN&ZONING DATA 1 _5-4__�9_O�y: __�__- ""y— Slb• EXISTING WOOD PORCH IS S.F. 0.0% NOb•2290"W 11489• VACANT '1 1 I I _.5H1.5150"W PROP. 45bT' SbI i2Al'•W LOT 1 15' VACANT l B1.4T N '4l'46•W R I G H M O N D C R E E K TOTAL AREA OF ALL STRUCTURES I005 S.F. 03% 1 1 BUFFER LOT 1 (B205'DEED) 2bb2' j '1 11 __ NOTES: ZONIRE1EULAIONS MAINEiU1LDIN6 g,+n...*'� PAGE: __ 1 I. THIS IS AN A"MECYS SITE PLAN 6 15 1 _ - 1 SUBgCT TO VERIFICATION BY A LICENSED SpIjT{{Qjtp TO1VN ODE 80�I4• �M''' -' L +r �_oo/' 00 __ SURVEYOR. THE INFORMATION 1 APPROXIMATE 1 _ -- ----- j 'err .._...r.sa w i -�ar3:c• 4 LOCATION OF 1. 1 --._._---- NEIGHBORING WELL REPRESENTED ON THIS SITE PLAN IS TO THE ■ 1, I I1 ARCHITECTS BEST OF KNOWLEDGE. EXIST.- COMPLIES (PER OWNER)1 _, 2.SURVEY INFORMATION WAS OBTAINED S 1 TE PLAN FROM A SURVEY DATED AU6U5T 10,201q, MIN.FRONT YARD 50.0' 551.5' YES DATE:06 16 26r MOST RECENTLY REVISED APRIL 15,2026 AND PREPARED BY: MIN.SIDE YARD 20.0' 25.2' YE5 n `' FOX LAND SURVEYING MIN.COMBINED a0.0' 621.4' YE5 /"n� .-l— DAVID H.FOX,L.5.P.C. SIDE YARDS N.Y.51.5.^50254 Sl i o.'T .) i'... • .,_ ."c\ 64 SUNSET AVEFNE MIN.REAR YARD 60.0' lb.2' YES WESTHAMPTON BEACH,NY Ilglb :�) TELEPHONE - MAXIMUM-I6HT 234' t S�OUTHOLD TOWON GODF asb-ern lAXi) . � ->r ��. LOT 51ZE/AREA IN 102.0 ALLOWABLE TOTAL 365,IO2A S.F. 365, EXCE55 OF 300,000 S.F. 6FA 6FA ALLOWABLE S.F./PLUS 1% OF ANY ADDITIONAL LOT 10,100.0 SF. 365.1 S.F. 10,4651 5.F 3,043 AREA .`d..a GENERAL SYMBOL KEY: _ EXI5TIN6 TO BE DEMOLISHED I� NEW PARTIAL HEIGHT d WOOD FRAME(L.6.STL. Q EXISTINS TO REMAIN WHEN APPLICABLE) 0 I NEW FOUNDATION WALL J (17 NEW WOOD FRAME - STL.WHEN APPLICABLEFILE) MIN.(2)2"X4"5TRUCTURAL NEW -HR FIRE RATED ® POST FOR 4'WALLS 'C N WOOD FRAME(Lb.STL. MIN.(2)2'X6'STRUCTURAL O WHEN APPLICABLE) POST FOR 6'WALL5).UO N, O - ___ NEW 2-I+R FIRE RATED WOOD FRAME(Lb.STL. ..��„� NEW PLUMBING WALL O N C Z O .EN APPLICABLE) C X 7 N O O O - L O m•y C N Ocu N a O II II II I li nn,, W U - REMOVE PORTION OF REMp,/E PORTION OF ' REMOVE WINDOH EXTERIOR WALL EXTERIOR WALL REMOVE WIIIDOH M it to I •— rl o w T VNFINISHEDNNCANDITIONED U c EARN I,apH SF �a 7�U l i a Q I I II I II II Q PROP05ED DEMOLITION PLAN SCALE:1/4"=V-O" _ FOUNDATION PLAN NOTE5 OWATER HEATER NEW RHEEn PRO TERRA SO GAL.SMART NIGH EFFICIENCY HYBRID ELECTRIC TEATWATER NEATER W/LEAK DETECTION.AUTO SNUtO-FF(OR APPROVED EWAU. �O INSTALL PER MAW.SPEL.S ————————————————————————————————— INEW I-HR FIRE RESISTANT CEILING CONSTRUCTION O2 PROVIDE(2)IAYERS OF S/6'•DEIt GLA55'FIRE I ————————————— — ———————— I U RATED SIE:ATX1NO--OR61A PACIPIO'(OR EOUAU r -nIN PANELS As PER nr w.sPEcs rASTn E T2 PER T TI fl)] 1RA IO AS FOR NYSBL ABLE 26. ' ,FADERS 0.5 REOD DROPPED-A-. ( EauwRE RATEo SEALANT a ALL sEAMs Br sM o I I TEN As PER nnw sPEc.s ° I i o INSTALL ALL AS PER I-)SP S I PROJECT: 27051.N.L. E%1ST i DWELLING UNFINISHED I ? BASEMENT I 1y 0 S.F. I $,I I 2705 INDIAN NECK LANE PECONIC,NY11958 DRAWING TITLE: PROPOSED DEMOLITION PLANS PROPOSED FOUNDATION PLANS I I I I I I I I I I I PAGE: I I A-101.00 DATE„O6/18 ,_. 9 2 ,a�26 2 OF 4 ���lll .� r6- L------------------------ ------------------------- I yvt* 0 ( r _= ----------- ------- —------------------ �J � G?./ �� /• /4 j PROPOSED FOUNDATION PLAN SCALE:1/4'=1'-O' -F AA�I J ri it 1,500 5 . &RO55 FLOOR AREA CCC ;, OENERAL SYMBOL KEY: ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES;INSTALL AS PER HAW.SPEC:5. SEE PACE'6-003'FOR NAILING a 5TRAPPIN6 DETAILS. ••SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MAN)FACTURER EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER _ F----1 WOOD FRAME(Lb.STL. CONTRACTOR TO VERIFY MANUFACTURER DIMENSION WIDTHS FOR ALL MULLED WINDOWS Q WHEN APPLICABLE) EXISTING TO REMAIN IWINDOW CHART I� W NEW WOOD FRAME(L.6. NEW FOUNDATION WALL EGRESS CLEAR I-�� STL.WHEN APPLICABLE) LIGHT VENT J M ROLGHOPENIN6 PROV MIN.(2)2°x4' PER UNIT PER UNIT Q y_ N STRUCTURAL _ TA6 LOIM WINDOW DIMENSION OPENING T TYPE F1pDEL a NIDTH 4EOD.30" TES PROV NEW I-HR FIRE RATED ® POST FOR 4'WALLS HEIGHT REOD:24' (S.FJ (SYJ EliC V) WCOD FRAMIE(L-5TL. MIN.(2)2'xb'STRUCTURAL WDTH NEI6Nt WIDTH HEIGHT OPEN REOD:51 SF. O O WHEN APPLICABLE) POST FOR b'WALLS).U-C.N. 1045 5.b9 O A 4 DOUBLE-HUNG TW2I0410 g'-0!° g'-O�' 2'-II�' 5'-Od' S.T2 S.F. = U O NEW 2-HR FIRE RATED �-, - S.F. S.F. y �"TD WOOD FRAME(Lb.5TL. „.,. NEW PLUMBING WALL AT 2 DOUBLE-WN6 TW210410 7�oJ' �•5,�=0 2'-II�' S'-O.• 5.12 SF, IZ 15.F5 SF9 O C N Z O WHEN APPLICABLE) 'IDOORGSGHEDULE� �€+�'. > "vd a p 0 o O N FLOOR PLAN NOTE5 DOOR MATErzuL _ C N I/1 DOOR NOTE FIRE RATING Q EL 2 O NEW LAUNDRY CLOSET: Oj I.IN5TALL NEW INTERIOR p00R5 WHEN GALLED DJT O TA6 DESCRIPTION MAN)FACTURER - J1 NOTES ON PLANS Br'JELD-VEN'(OR EQUAL). 1'NEW WASH/DRY HOOK W B j 45 MIN.RATED 2.INSTALL HEW EXTERIOR DOORS WHEN GALLED OUT 2.COORDINATE LAUND ROOM a DOOR DIM.'O WIDTH HEIGHT - Q L- - SELF-LLOSIN6 ON PLANS BY TIERMATRU'(OR EQUAL). I SIZE OF E W IF. ^� j VJI 5.NOTE DOES NOT Np LATE EACH NEW DOOR 5.PROVIDE HOOK UPS A5 REO'S PER MAW, / PROPOSED;SEE DEEI6NAT ONS•DOOR SGBpULE. 'g"FIRST FI:O�O�R F'17,Z'� T'i('1`.D.�'.Y •' L YN m;wv.'.. wN /- 4 .-. • .'ATraW, yve , 4.PLACE DOORS 4`MIN.FROM PERPENDICULAR ° ggyT,Pjy,y ,';� 'myy-a(gy* WALLS,UAS DRYER E%RIVET NOTE: OWNER 5.INSTALL MI PER MAW SPEG.'s L DEGT SHALL TERMINATE EX'-TERIOR 101 51N6LE SWING THERMATRU 3'-0' b'-B' • (3! LJ b.PROVIDE(2(2)2'.10'MDR.,UDN. 2.oULT SHALL TERMINATE MIN.90'FROM ANY T.SEE PAGE 6-003 Fpit ALL OTHER FRAMING OPENINGS 1 ELEMENTS AROUI•ID DOORS( .FOR ALL)UDN. <DUCT SIZE A5 PER MAW. 102 DOUBLE SWIN TJ G JELD-WEN b'-O' 6'-B' •, 70 .DICT SHALL BE EQUIPPED I A BALKDRAFT DAMPER SMOKE DETECTOR/GO DETECTOR NOTES. 5,TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN /1 O CONTRACTOR SHALL PROVIDE COOE COMPLIANT LONSTRULTo.FLEXIBLE TRANSITION DUCTS USED TO 103 SINGLE 5WIN6 JELD-WEN 2'-b" b'-B' qrnA •' O C) ' g EAEOi [I SHIpKE/CARBON MONOXIDE COMBINATION DETECTOR CONNECT THE DRYER TO THE ExHALST DUCT SYSTEM HARD WIRED TO EACH OTHER W BATTERY BAGKW, SHALL BB LIMITED TO 51NOLE LEIKTHS,NOT TO 2.INTERCoHNECT BETWEEN NEE..EX15T1N6 DEVICES EXCEED B FEET ANO SHALL BE LISTED AND LABELED 104 DOUBLE 5WIN6 JELD-WEN 5'-O' b'-8' Fyn SHALL NOT BE REOJIRED W EIIZ EXISTING ALARMS IN ACCORDANCE WITH LL 2150A, IgB�:g5��'y� b.EXHAUST OLCTS SHALL BE M1N OD16'TMK RI61D " �•i1g^ ARE NOT INTERLONAI=LTEv,AS PER NYS RSIO a. METAL..1 SMOOTH INTERIOR SURFACES--IOINTS 105 SINGLE SWING JELD-WEN 2'-4" b'-B' y/ ,.•" 3.PROVIDE SMOKE/GO DETcLTpRS A5 INDICATED,AND -IN6 IN THE DIRECTION-AIR FLOW EXHAUST _ _ PER GENERAL ELECTRICAL ROTES ON PAGE 6-002. DUCTS SHALL HOT-CONNECTED WITH SHEET-METAL IOb SINGLE SHINS, JELD-WEN 2'-6" b'-B- a,SMOKE/LO DETECTORS TO MAINTAIN g'MIN. NTAL NS PIA lag SEPARATION FROM 51,Av Y/REMiu DUCT5 h X� e TZ LN65 TO BATHROOMS. SNORER OR TUB. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER �I 5.INSTALL ALL/AS PER MAW SPECS T LOCAT I TO THE WALL OR ROOF TERMINATION THE IOl DOUBLE SHINS JELD-WEN 5'-O' b'-B' •,p• b.SMOKE R AM DETECTOR AND CARBON MONOXIDE DETECTOR WA%LENGTH OF THE DOLT SHALL BE REDJLEo 25 MR D ` FEET FOR EACH 45'BEND A-S FEET FOR EACH'a' IN COMPLIANCE WITH LOCAL LODE BEND.THE MAX.LENGTH OF THE EXHAUST of DOES NOB DOUBLE SWING JELD-WEN 5'-O' b B "�. WINDOW NOTE. NOT­E THE TRANSITION DUCT. O 1.ALL NEW W WIDOWS a DOORS SHALL BE ANDEREEN-0 10q 51NSLE SWING SERFS LN 5EIENT,DOUBLE N .OR 6L O N6 fA5 NEW ATTIC ACCESS-PULL DOWN LADDER, $NOTED). STALL AS PER MAW SPEC 5 T MIN g50•CAPAL tt ILO SINGLE SWING JELD-WEN 3'-4' b B � • T++' Q 2.NOTE DOES NOT INDICATE EACH NEW WI,OOW PROPOSED; O 2 FROV SEE of IN IT BY FAKRO MODEL•66094 LW!INSULATED DES 6NATIpICi e W NDOW SGHEIME ATTIC LADDER OR APPROVED EWAL 5 9.FOR SEBSTMONS SEE NOTE•4 IN'6LAS5 wNDOWSAZ a' avT AMID DOORS'ON PASS 6-002 2 ROUGH OPEN N6 25'z Sa" III SINGLE 5WIN6 JELD-WEN b Bu ' eN,2 YFTy�` 4.ALL CASEMENT W NOOWS TO NAVE STRA 6NT ARM HINGE. 2E LE LING NE FIT M N CH.E NAx HRL 5.ALL DOUBLE WNS W NDOW5 TO BE TILT W45H q,DEL.FRASMIN6 TWHEN NEH oM�THRU OPENING 112 DOUBLE 5WIN6 JELD-WEN 5'-O' b B •`- +''H._') b.IN GENERAL TEMP.GL.SHALL SE PROV DED. 5 WEATHERSTR P ACCESS OPEN N6 t PROVIDE R-aa b.l. FOR ALL S I 6HT5 a OPERABLE PANELS OF INSULATION ABOVE.1 IUD.FR,M EO)BAFFLE OR SW1N61NO.SLIDING,a BIFOLD DOORS RETAINER TO PREVENT I­ FROM ENTERING b3. HIN Ib'OF FF. -INS WHEN OPENED,AS PER NYS ELL R402Z.a 69. WITHIN 24. A DOOR (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE b.4 WITHIN STAIRIR WAYS a WITHIN 56'OF A LANDING THERMAL ENVELOPE-BUILDING). 65. WITHIN TL65HOWER E NOTES P EEE SEE ALSO GENERAL NOTES E PAGE GOOD b.INSTALL AS PER MAW. 1PEGS T SEE PAGE 6-005 FOR FRAMING ELEMENTS AROE%2 1.LONSLLT D.FOR PRECISE LOCATION OF ACCESS. WINDOWS(iYF.FOR ALLI 1Ol PROVIDE AT A MINIYUNI (2)2'.IO'FALL FRCUDH NEW PLUMBINBBI&FIXRES: NATllRAL LIGHT<VENTILATION B.WINDOW FALL PROTECTION SHALL BE PROVIDED PER OB ALL NEW RIM N xiURES TO LOrNPVY WITH PC apg, R32I3 FOR OPERABLE WINDOWS WITH SILL HEIGHTS SEE ALSO PLUMBING f£NERAL NOTES ON PAGE 6-002. (HABITABLE$PAGE) LESS THAN 2a•ABPIE FF_,THAT ARE MORE THAN T3' ABOVE 6RgpE OR THE ADJACENT SURFACE AT THE NEW FLOOR FINISH: 20'-0' 1 6'-B' B-a FLOOR AREA 160 5F. BUILDING EXTERIOR OO I.HEN FINISHED FLOOR TO BE'MALIBU'WIPE RANK FRENCH OAK]'TMC1 X 5'WIDE MRE BRUSHED SOLID 1 SF RED. SF PROV. EGRESS NOTE: HARDWOOD F OORIN6 WON EXIST.51.9FLOOR CC IN COMPLIANCE WITH HEW YORK STATE EUNLOIN6 K rn LIGNTING;MIN.B% CODE.SECTION R5IO2.1:THE FOLLOWING MEANS OP NEW TILE FLOOR FINISH. EXIST 9 OF FLOOR AREA 120 SF. 20 5.F. X RI DO (B h• IN.10 EGRESS SHALL BE FOLLOWED: IOO I.NEW TILE FINISH(HO.TO SELECT)WON A 13 q 5 VENTILATION;MIN. 6 a 5F. 1L4 5F. 2.ONE LAYER THINSEi(LEVELED PROPERLY)UPON 9F_L a%OF FLOOR AREA NET CLEAR OPENING........._S.T SF. 9.NEW j'DLROLK LEMENTHOARD(OR EcnIAL)WON NEi CLEAR HEI6M.............24•M1NIl1M NET CLEAR WIDTH-...............20'MINIMNn O A/C CONDENSER AND GEILIN6-610ES: I.PROVIDE(U NEW$-TON 60,000 BTU b-ZONE O2 SEER2 O TYPICAL BATHROOM NOTE INVERTER R"55.XMI SERIES HEAT PUMP CONDENSER WALL B M SYSTEM Br'BLUER To oR APPRw£D EQUAL. NATURAL LIGHT 6 VENTILATION I.I. INSTgLL M015TLRE RESISTANT GYPSUM BOARD IN 2.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH (HABITABLE SPACE) Ig'-10' 2'-O' ALL B L CON ZONE L A THERMOSTAT FOR ZONE DE516NATIOW. `1 PROP' 12. INSTALL CONCRETE BOARD IN ALL SHOWERS AND B.INSTALL AS PER MAMIFAGTURE0.SPECS. FLOOR AREA IbB S.F. PROP. ! LCIL. m PROPOSED TUg SUiRONDS a.INSTALL WON LEVEL GROUND a PROVIDE GROUND PROPOSED I p 1 ^/ BEDROOM 2. E+I MER FLOORS SERFAGE(GONG.PAO OR OTHEW W WEIGHT RAT1N5 /BEDROOM /'� 15 sP /!l'! I6o SP 2.1. NEW TILE FINISH(HD.TO SELECT)UPON SWFICIENT TO AGGOnMIOpATE GROSS WEIGHT OF SF.RED. 5F.PROv. �'J 1n0 5p. l��IT _ i-pROP 23 CONCRETE MUD-5ET(SLOPE I-PER FOOT CONDENSER LI6MIN6;MIN.B% / "r\ yC1 TOWARDS DRAW UPON 5.ALWAYS LOCATE CONDENSER 10'MIN.FROM ANY 6A5 OF FLOOR AREA Igp S.F. 20 S.F. 1 F L� 2 ` - HATER PROOF MEMBRANE TO COVER SHOWER APPLIANCE,AN0 AT LEAST 3'FROM W 1NDOw5DOOR5 A 'Q O 1r E:11 15 FLOOR WGP DRAM t-LEAST IB'W WALLS H£NEVER P0551BLE. VENTILATION;MIN. b.l 5F. 1p S.F. L O O LIM E. EXTERIOR SHOVER WALLS b.SEE BANS FOR LOCATION OF FLUSH NKAMI GEILIN6 a%OF FLOOR AREA 0 9l. EXTERIOR WALL NIGES TO HAVE M1N1-2' CASSETTES:INSTALLATION MAY RESU.T IN REMOVAL 5 AM OF GEILIN6 MATERIAL AND REFRAMIN6 4. BATI+R V WTLLS SWGO I n a,l. PROV1 E TILE FINISH AT SHOWER BATNR00.1 O EXIST.HI INVO BY NEW DOOR SWINGS ARE REWIRED TO - I Y HALLS EXIST.WINDOW SAFETY 6LAZIN S p I w ! 2 NEW EXHAUST FAN SHALL BE INSTALLED WERE HAVE SAFETY 6LAZINIS FILM ADDED;CAN BE OMITTED IF 1 SWCO ui OVENTILATION 15 NOT MET BY MEANS OF NATLRAL WINDOW 15 TEMPERED PROPOSED O R C Cl RSULATION THROLGH WUDpWS OR DOORS TO NEW MECHANICAL UNIT DIRELY VENT• Ao421R6 M OUTDOOR SPACES AS PER HYS MEIN.CODE SECTION O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MA.. F' �T J-9'-O'-�'---3'-O'--J a03933;INSTALL AS PER MAW SPECS SPEL.S Iu FULL LONPORMq H/VENTINS III--'I O / � �2'6'�'+ PROJECT: CLEARANCES-IRED PER NYS MC 004. PROPOSED SEE ALSO NOTE/FLOOR BANS. HIGH EFFILIENLY LAMPS: P�� O L'/�I KITLHEN/LIVIN6/DININS BATHROOM ALL PERMANENTLY INSTALLED U-ING FIXTLRES SHALL O �]d v ATFIL� CONTAIN ONLY HI -EFFICACY LAMS,AS PER 2025 NY5 ECC O Q - ; a 5. L q g GJT'OF' Q G - �_ 4 62 sF mi 2705 I.N.L. R40a B 4 q \/9 ... -i }- I'✓D,LBII 1 W n a p I r21pb� YIN(^y/ �- A W DWELLING A _ SOUND BARRIER WITHIN INTERIOR WALLS 6 FLOORS: T •(-2'-b'-{ I F LL INTERIOR WALLS a FLOORS WITH INSULATION TO PROVIDE A SOUND TRANSM15510N CLASS(5TL)FOR AIR-BORNE NOISE OF 2 HOT LESS 5C AS MEA• ED IN ALGORDANGE WITH-E 90. O 'I SWGO O ll a4 2705 INDIAN NECK LANE B / PECONIC,NY 11958 NATURALLIGHT6 VENTILATION A �` - - A DRAWINGTITLE: (HABITABLE SPADE) - � O R _ _ - \-, _ 5 PROPOSED FIRST FLOOR PLAN 5 L FLOOR AREA TO L -J SF.RED. SF.PRDV. PROPOSED F I.� BE oROOM ' SE. OH, L16NTIN6;MIN.B% Igb SF. 20.9 5F. OF FLOOR AREA B V 11-ATIOu;MIN. bb SF. IIF SF. a%OF FLOOR AREA 2'-O- i 15'-6' 2'-O' ` I3._IO. PAGE: A-102.00 50'-O' MOT WATER PIPING INSULATION: MELHANID T SYSTEM PIPINS AND 11LT S THA PIPING SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN R-9 FOR THE AL. FOLLOWING CONDITIONS PER 2020 NYS ELL R4094 a R4039: 1. F ARTFICIAL LIGHT SHALL E INSTALLED NATURAL_LIGHT G VENTILATION RE JRAL I. —15 NOT MET D MEANS DATE:O6/18/26MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING ATURAL LI6NTING TNROLG.I WINDOWS OR NATllRAL LIGHTEVENTILATION FLUIDS NIOS•F OR 155-F(R4094) (HABITABLE SPACE) RS A5 PER NYS FR-- (HABITABLE SPACE) 2. PIPINGAHD LARGER IN NOMINAL DIAMETER ENCECODESECTION 40PER MAW.SPECS _ ,F.•{ :�.\ g. PIPING SERVING MORE THAN(I)DWELLING UNIT FLOOR AREA aTp S.F. FLOOR AREA TO S.F. ' ••�'.••.^' ,�.a FlF 6 LOCATED OUTSIDE CONDITIO ED BPACE 5. PIPING FROM WATER HEATER TO A DISTRIBUTION n FOLD ART1F GAL LI6Hi S.F.RED. S.F.PROV. WW SF.REQ. SF.PROV. U / Le" (✓.rvp�. J `+ b. PIPING LOCATED UNDER A FLOOR SLAB HABITABLE AREA:aT0 50.FT. T. BURIED PIPING •LIGNRI-;MIN B% REQUIRED LIGHT.b FOOT CANDLES/SO.FT. LI6NTINO:MIN.B% ic.4 if '•� 'f B. SLPPLY a-N FIPRG IN RECIRCULATION SYSTEMS OF FLOOR AREA 5TL 5F. 22.9 S.F. (U 6W LED BULB•450 LUMENS 1gb 5F. 209 5F. J OTHER THAN DEMAND RECIRCULATION SYSTEMS. OF FLOOR AREA F f� f•)1. S / "I' +�II VENTILATION IN b FT,CANDLES%4T0 50.FT 2A20 LUMENS VENTILATION;MM. bb 5F. 11.4 5F. • '� 1 1 - 4%OF FLOOR AREA 4 a%OF FLOOR AREA IBb BF. 25.T SF. ,4 7 2 H2O LUMENS/ 5O LUMENS•63 M1 MM(631 bW LED L 6M5 REONRED hhII FNXTURES REWIRED VOLTAGE LIGHT � 11�� 1,( .:('.;I V tl~`5_ PROP05ED FIRST FLOOR PLAN � � 1,408 S.F. CONDITIONED FLOOR AREA; 1543 S.F. GR055 FLOOR AREA SCALE:1/4° ELEVATION NOTE5 a HATCHED AREAS INIDILATE NEW WORK(TtPJ Q OTYPICAL SI AT �W I. SEE NOTE Ai 91ILDIN6 6ELTION FOR MINIMM W LONSTRLCTION ST.WDARD$ - J ].RURAL RED VERTIG/.L PLYWOp LAP SIDIN$TO MATLw M ER15TIN6 Q N NEW A/C CONDENSER ON CONL.PAD OR OTHER C N Og APPROVED 6ROU1lD SURFACE(SEE FLOOR m 0 o } PLAN NOTES) _ -0 NEW DRYER VENT t-' O SEE NOTE c PLAN;MIN.9'SEPARATION FROM p C N Z OPENIN65 0 0 x 7 N O p m : O N N p m Q O El 4- � C) •- 1 I I ❑o❑o❑o❑o � + U3 00�0 Q �000 a o xl6i " Q NORTH ELEVATION (LEFT SIDE) WEST ELEVATION (FRONT) SCALE:1/4" 1'-0" SCALE:1/4" 1'-0" i f 0 a PROJECT: 2705 I.N.L. DWELLING 2705 INDIAN NECK LANE ■ ❑ ■ ���w F- ] ❑ I � �77 PECONIC,NY 11958 0 w I—F DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS 0 000� 0000 0 00000 E3❑0❑0❑0 PAGE: 0000 moo❑o A-201.00 oHjoo �000 B L %I6T ❑0❑: DnTE:os/18/z6 4 OF 4 EAST ELEVATION (REAR)SOUTH ELEVATION (RIGHT SIDE) SCALE:1/4"=1'-0" SCALE:1/4"=I'-O" e., SITE I. THIS 5 A!NOTES S 1 IS AN ARCHITECT'S SITE PLAN a IS W ' SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THENFORMATION Q I REPRESENTED ON THI5 SITE PLAN 15 TO THE O ARCHITECT'S BEST OF KNOWLEDGE. O _ � 0 2.SURVEY INFORMATION WA5 OBTAINED J O FROM A SLRVEY DATED A 5T 10.2OIR, ('/I M05T RECENTLY REVISED APRIL 15,2026 Q cmAND PREPARED BY: •�H(i' w C � FOX LAND SURVEYING DAVID H.FOX,L.S.P.G. - -O }0 S 64 SUNSET AVENUE i O C N Z O WESTHAMPTON BEACH,NY IIRIa SPACE\ [0,- TELEPHOS�(631)288-023 d N y FOR C SEPTIC PLAN NOTES e.P. _ O m'y 0 OPROPOSED GLEAN-0UL(L O.): / 1 �.S' 3 __ C cm 0 N -CO.MUST BE INSTALLED WITHIN 5'OF BLD6.POUND. Q CL O SANITARY LINE UP TO—SNALL BE CAST IRON I 1 OO PROP OSED I/A OWTS: 1 5 4 1 -ACN A—I/A O-S.✓:TIO PROP. VENT TO ROOF AS"'D -15'MIN.SEPARATION FROM---MAINTAINED O RICAL LINE TO PLC PROP ` PROP.BURIED ELECT CONTROL R, O PANEL I COMPRESSO L.P. HOUSED UPON REA MEM NIT. >✓ OPROPOSED DISTRIBUTION BOX: 1 5'I'M / OF 1-v ` 20'm POLYL-DI5TRIBIITION BOX(SAMPLl-POINT)W/: ' A/B �' J -2'MIN.SEPARATION FROM LP.MAINTAINEDti \ - T -5'MIN.SEPARATION FROM I/A OWTS MAINTAINED 15'MIN.SEPARATION FROM WETLANDS MAINTAINED PROPOSED LEACHING POOLS: ___ _ 10'MIN. ® (2) POO O'mXb'DEEP LEAGHIN6 LS('L.P.")w/. _ /// \ EXIST. Fi/ -ADEOUATE SPACE FOR(1)B'm.b'DEEP EXPANSION � m POOLS('E.P.")PROVIDED W MIN.SEPARATION FROM OTHER EPIC P.MAINTAINED 5•M:IN. 3 2 ` -OIMIN.SEPAARAITION FROM HETLANDSON ROM IIA­TS I AAINT'AINED 1 S.� G 0 \K/ + EXIST. Y O EXLE4IN6 oRYWELL5 I LEADERS(5TORMWATER): WIRE N 6 LAN P�GA ADMNS DITIONALLY,VERIFY:DRAINS TO GRADE. FENCE O ; EXlya WO' CJO,-• U MINIMA DRYWELL SIZE OF V DEEP;CONTACT 3 1 DEPEXIST. / p,Nv ARLHITELT IF FOUND TO BE SMALLER _ v EXISTIN6 BUILDING LEADERS BURIED.CONNECTED TO _ ? 11 y -_ D O W// / Y` , /r ORYFELLS;PROVIDE NEW&TRIED LEADERS OTt 15E < LEADERS MAINTAINS 5'MIN.HORIZOMAL SEPARATION EXIST. m Q FROM ALL SANITARY LINES.STRUCTURES ;___ `� NE Tom'Mp Dj a Q EXIST.D�LLI / RY WO.LK,pUT: ZO 2 PUBLIC WNATER SOD / EX15S.1p5EH5NT P210N WG / )6 P '� / MESypHEeq• F X15MTN4i ttEPOLE UTILI --- 4DR0 W 6 \ EXIST.\/ '- 588°41'OWE -,1 EXIST.ELE R METER51 \BOMBE µIONEF O I I\ -'E%ISi.BURIED ELECTRIC WIRES -------------�� LARDS 'II P""IppE` 'R\JAW .1 _ --------------- BOL / � I / ZEXIST.STONE DRIVEWAY i E --------—--------------------- PROP.BURIED WATER SUPPLY LINE Z z 1 o_ ' cl 1 PROJECT: 1 E 27051.N.L. v 1 ----------- SEPTIC rn 1 1 2705INDIAN NECK LANE LANDWARD LIMIT OF TIDAL WETLANDS PECONIC,NY 11958 WP AS DELINEATED BY BOWMAN,PHD ' .� OF LAND USE ON MARCH 13,2026 - I i Naa•2voD"w -- `� 1 � _�' � DRAWING TITLE: FLOOD ZONE X(SHADED) —- 282.z'I• ___-—- _ -� ENLARGED SITE PLAN SEPTIC PLAN NOTES I ___ —-__ —_—_—-—-—-—-—-— FLOOD ZONE AE(EL=6.07 - - _ , ---_—_—_---- STORMWATER INFORMATION SUFFOLK DEPARTMENT _— COUNTY HEALTH EPA TMENT APPROVAL __—_—_-------- —-----L___ ,__, U r ------ _ � p0 H.S. REFERENCE NO.: _- - __ _ VACANT LOT 1 _ 1 -------- _____ PAGE: -__—�- I ITS.Op�1. ,, O 5 10- 20 30 40 50 SP-102.00 ENLARGED SITE PLAN 0RAPHI Sr.ALE DATE:os�i�zs 20�p3 SCALE:I"=10'-0" G�4.y//•�� \ � 4 DRAINAGE 5Y5TEM INSTALLATION NOTES: A MINIMUM 10'SEPARATION IE REQUIRED BETWEEN DRYWELLS I / E WATER SERVILE LINE,UNDERGROUND UTILITY LINES,SEPTIC °I COMPONENTS,LEA6HIN6 FIELDS,SEWER COMPONENTS,OTHER DRAINA5 Y ATIONS 'i q DRYWELLS,AND THE EDGE OF ALL FOUNDATION WALLS A MINIMUM 5'5EPARATION 15 REOUIRED BETWEEN DRYWELLS I TOTAL IMPERVIOUS ROOF COVERAGE=Ib64 S.F. PROPERTY LINES 1,664 S.F.X 2"RAINFALL EVENT a 2TT.33 G.F.STORAGE REO.D "' t j r A MINIMUM 20'SEPARATION IS REWIRED BETWEEN DRYWELLS AND 1 BURIED PROPANE FUEL TANKS. (U b'O DRYWELL PROVIDES 422 G.F.PER FT.OF DEPTH `t A MINIMUM 2'VERTICAL SEPARATION IS REQUIRED BETWEEN THE (4)EXISTIN6 DRAINS w/DRYWELLS SURROUND DWELLING BOTTOM OF DRYWELLS I THE HIGHEST EXPECTED GROUNDWATER (4)8'm(MIN)X 2'DEEP MIN)=3_ 6 LF MIN STORAGE PROVIDED L C • ELEVATION. • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL V.I.F.MINIMUM DRYWELL DIMENSIONS ARE CORRECT; lN`, �"�.. -y / • SEE AL50 CONSTRUCTION DRAWINGS DETAIL CONTACT ARCHITECT IF FOUND OTHERWISE. Op �l� ram ^'3�J _ L/C01yI5�_St�G�N�I�LALLn�pNylC_2N A_R�_ A->eW Martin of he I/A Cl m,0 pIp o wmo IUt the I.WWII UA On,S looks t eepllc tarW a::I rd to rmrvrocWers sPF20JEGT/ZO}IINGVD:ATA \ VOTE, THE FOLLOWING_DTS KITHIASP 150'Of'PROPERTYnez er/cpvator shall canter ttiexadAIL FLOOD a APDATA: UTI_IZ_PUBLIC WATER AS PER SCWA,per SLHD etmmpd,. apprlcoolc recomneroatbro pwbcd by tM muvlacWcr still be IBM TAX MAP a 1000-66-OS-14,4 MAP ,-103G0Ill TEST HOLE DATA Implenent.o. VTIf MAP VATE:Oq/]5/200q SGTM e1000-86-4-69 MC 6EOSCIENGE 2.TMe Installer mot held o--t Llgvb Wawa_Dane pinwme W FLOOD ZDNES:X.SHADED X.AE(EL.=b') SCTM e1000-86-4-6.4 P.O.BOX COO a Sllo'k Louny Lode LhopWr SbS,Artlele"I 15eazk o-mntry 2.Re UA OWS tank s>eptle-1 shall be MWlled C level b all ZONING D'STRICT fl SCTM ag -86-a-6b SOUn10LD,W im Brme.sea)Vrough Va 5ulfolk Lmmy Depo-Vnnt of Labor, tivcc[be(wN o mpxurem,Wbroroe N o•u dt'e -W Von " Lkerov,g om Lonraer Alloin pwsumrc W Ssflol<tang Loch q:,aar sxN p a mwmm:s-Wh Nkk bee of props-g lavebd ma LO,TIYGOVERAGE 2.SN6TALLED AS REQUIRED�3Y1 ThE TO OF SGTM s1000-8bA-113 W (631)T65-367T 456},<.TM DepdN' t of Lalxr,Lkeror:g mtl Lpomer Arra�e wmpatee earn;1•w hem rocb)w pea g-weL `r' _ SOU THOLD. SCTM sI000-8b-5-I 4 W ma'rtab a Ibt of Ikened I/A OWT$'•'olntew,ce P•wkbn. S.Al, S.UA OWiS Tonk..rall b. bad wlth e s A SOUTHOLD TOhAI GONE§28O-3 SCTM e1DOo-86-5-115 EL..96' (+) /A oWF must be re Uteretl wits Ne Deomroront a pev bgla outlet' `� 5.5URFACE WATERS Oft WETLANDS ARE SCTM s1000-86-5-139 y g dI V kutip.wx/momo e p dleV Wtlon leahb:g sW.Wo may be OL DAR<BROWN LOAM Q _ N e wmh Article 19 0l the 5ufb1<cont�Sm,1•ary Lode roquved for a l systems NiN rwltple IeacNng atrvctvres unless on %LOT LOCATED WITHIN SOO'OF THE PROPERTY, SCTM a1000-bbi-I3A per'W the Department gantr,g eertirkotbn of camp eWd eiWmative mabn U oppw.d by tl,e D.pmemen:. DESCRIPTION(FOOTPRINT) AREA COVERAGE SCTM a1000-86-5-14.2 'O - C s>vet'on on'oe bunt•plme. 4.ELEVATIONS REFERENCE NAVD lIbb SCTM a1000-B6-b-3.1 SROW`I SILY p O a,A -1-Iron Me xptk tack-1 W p--1 wiV m W TOTAL LOT AREA 5TS"A S.F. SCTM'1000-16 1-1,4 sA`ID = V O .N exewae op.ratlen oro MaFWrv,ce111 neat bet Hen un a-op T p equNorent oppwad balrb exteroiry Into tro try o. 5.MY VIS-BLE VEL_5 LCCATED WITHIN I50 SCTM s1000116--2.12 5.D' - i-r >i(p hmrtaroroa Prwlmr arm Propers� r t W elbmM1ted W el:e tMo epek tm<"qub de A Oas delbctlon bar•lee pe Dc w5nc ':p W approve er tln I/A OWiS rec OF 50-C PROPERTY LINES AC Z p re ragUva[I«W the Med fp'rotouauon below can elllvent or EXISTING BARN I$30 S.F. 03% O D'pmtnm-V.acpemao wiM Artkle:9 or Vo$,Melt Lorm:V'y 'p DEPICTED ON SITE PLAN. 5H vgLE gqp, =INE l C / tmy cod._ 5.he W of Ve I'A OWES cpk p eepk tank.hal rot be aced gVAEGT vROPERTY EXISTING WOOD PORCH 15 S.F. 0.0% S. PROPOSED SEPTIC 5"ST_M DESIGN WENDS TO lAAR:d�� T N U� .. S.All'pro Wlled I/A OWT5 me re d W hove m hltbl} 9raater p 2s Ica!p b>a than on fool below?-1 goo.. D 2 X 17+N quve yam -0 AVOID THE REMOVAL OF ANY EXISTING _ rca y mo aperallon mahW mce astute cor4a:.Alsr he b.At a m im ,all aampltrg mables shall owe 20-vN cw.rotl TOTAL AREA 0=A_L STRUJGTLREq 605 S.F. 03% �2EE5.THE PLACEMENT OF SYSTEM 6D O O m (D ial 9-ycm operatbn ant mawenmw se>vka convect hm «w p nirgs m greet located over the Wlet mo or-Ie:. COMPONENTS MAY BE ADJUSTED PROVIDED y O e�pvcd,r�ogee owrore o•e expected W rmhW'r m operatbn Lovc�e still 4 elNp 20-Iroh dbmeter wabrtlgnt mo MAXIMUM LOT COVERAGE ALLOKED:20.D% THAT AL' REOU l MINIMUM 5ETBACK5 C N 0 t In aca-dorce HIV A•tkle 19 of W Wactyrool«kty sect Iron coven p tnermoploat:c wvera aL LOCATION MAF ARE MAINTAINED.INSTALLER TO CON-ACT Q d O Selo I,Lamy Sanitary Co.. Ibal grs-!o.All coven ewll be ee>Igmd h acardmw:en saccbn ARLHITECT IF RELOCATION OR 6.xMn m I/A OwTS regwrea a vent,tin.nit arel ea the W tb ='-III of ehU seoma•a. SCALE,NTS REORIENTATION OF COMPONENT5 `� AL BRaHo•I - oet er she reaberke beWg xrved.Vert pbee>MI exWrm a ,,Yhnn>orRlMrg nmroes mo apprwad W be treW'btl h o ' of b Ktna above tro roof IIro ma do•op o•Nc verrt drNe:.oy or pwtln�roea,the merAOla.loll be eeamroe m REOJIRED. Fltg 5A J still have a mF'mum hplTmWl>epa-atbn el 2 as to tM bWlb'll to e!the regrhertent>of AASNTo H-20 orro .loped porbn el lM real.In toes•Jmre It b rot 1%11 al W H540 loaal,y. SITE LAYOUT NOTES: e Ve system W tM reslaero.rear o vent pipe mw w pped W I.THIS IS AN M exWrl'al tan reebence m:d WmlroW a mIn'mm or IB Iran. B.he ARCHITECTS S�PLAN a 15 otlet nvrt elb rIB.ET-0VERIFICATION 9'(4-ICEVSED I and at least loot Irom property Ism>.Trox vent Me F SURVEYOR. TIE INFORMATION , T p a eFa11 be low d a minhvm a 9 bet from oy wtmo:r a Iet'rver,eleva:Ip1 REPRESEN'CO ON THI5 SITE P-AN IS TO T12 vrr '•°y oro mot terminate w1N a cwLvn tllWr«vkc.All volt 9.Sarp':ra mvfolea still hove m Nslde dbrneWr d 2lee!m err , p'pca mat owe o mwmum ebxter a1 2 Ktea. 1—met o•2•oat by I Al BEST OF KNOWLEDGE. ' hV.TERN VALE Dopart.e a mapprovctl N I A O gurdo,ce c�c�lor n v parse In b'Thera III be off'xsrrm.etcntlen depth Uobe c o:,t'ct tvert 2.�VE�ICY DA'ED AUGUST 10 301q, _A�!, Flab a wM the staMcrde Ip•Approval arm Management of sieve irn MOST RECENTLY REVISED APRIL 15,2026 v'v rr Imwativerod Altema[Ive Onslb vbstewete•Troatm.n[Sjaterv.' II,AI ec.m o'pe pcnc4atiere h the sampling mml:ole a 11 be Al PREPARED BY, in MINIhtW DE516N REOJIREt-CMS: mart - T 0.EO�R1 A_REa1RE `R5_ FOX LAND SURVEYING - wMtENR:ORW�WA� 1./A OWTS c xa Ic tmka shall be wr,sWCWo o•'.cast DAVID H.FOX,L.S.P.L. ENGOIMTERED 2.1'BE- 1 W,Ibero s,polyathylero,peye-opylero,4 lmuce.m LONrtiOL PASS: N.Y515.a50254 FiR/ T o•Jnr maWb1i rt accordme wiN Depmdrert svmmds ob I.he was�pme bat mn:be pined owbe w a wiWble b4 SUNEET AVENUE IONYLRR Apperbx TS-A.Ttn ux o•arse ta•:k>n poNUWa. proeaesWl ro Ve>t•ucWe tMt I!serves.AlremlatNely a+e carol hE5-HAMPTON 9EACH,NY IIa18 _'� � DKELLIN6 W 3.Men m l rho x may be montea en an wtabe hall of tM eWc4ro fpro•eravle T_LEF NE,(651)288 O22 PUBLIC W U /A O nt o utiTty oom,ontl roe o living spas).Over locatiena•p mounting - L s.pt"c tar<>nalt be eeNgrotl N accortlpce wrtn aectipe 5-IOI 2 eporol wx will be wnsberee b�tM Department on a and 5_o•Nb sW d Hay-cofo bob and HIV I/A OWiS mwlawro•aooeval. `` -/� g.Unless o[henJs.epe.11be.the leahtroJ etrvetvre/>ystem toot 2.h rota o••he UA OWT5 OIM Prwlder mot to al.mb �� V J lol'ows on l/A-.till be deakyree N awrdmae w:th xctbn Identilbd on ve wta'de of trn parol am-I-a Piero nrmbar \, IL-� `- -` r1\ 5-IO�om 5-1 O of Il stommd. W cmta••.cox or almm (a) I 4.At.mhtrvn.,all I/A OWTS Vevaront i a xptk x.ks shall g,Exter'or pme plawmcrt er,otalee tM system W be eev'ccd at P P \,\ - 5 °D/D Q nave 2O-ten ewered ace»openrys to Stud.peaked over tM Dry tlmc,elhrWat'.ro Uw roed W acts>a the bvbe e1 Va Wildbg. P j DNELLN6 W/ - O� e ant outlet Lwcn shall be elver 2o-Lron obmcxr wabrtlgM 4.The parol knx mint be wlWin vl.w or tb system rowt'or:o rolp DWELLING LL \�9 -' /OT,p -----' one inacctyroof 1«kb,g cat von causes or Germoobat'c cwcn IaniraW a Wroncc. \ \ PJSLIL WATER bgo G,1' _- .----- a;•InaQ'_All.wets ant ehlmroya/•leero still b.d.elyled b pe•atbn ero main >I50 FROM SUBJECT 'K \ -- _.- PROPERTY LINES «coo wl-.F xetbn 5-III of thb sto+dmd. 5.ire canto�r�e mall be plocetl at o cemlerbble Mky:t 1' �i' \ y� 5.Won a I/A OWiS p>e tic tank b eo n m Wa ee Ina wFcran rat Emcrgcroy•'crogcmcrt Aacrcy p oppw IFEM/J flood zoo regc ta. -RANSFl,ION LOT \ N mlvewy or petty the wdc eIn11 be see eed ma/«I \ A a w Wtmd NS-20 o N40 leoety« eaiynbe G 6.Re hmtimnl EbcV Val Mo laturen 1� SOTM e1000-bb-OS-12 4� \ ' I�O° perol arch rroee STD. w>«bLbm tx��a ax epe.nkatlaro. 1. - N \ � m 6,smbagamg wen stall rot be Q-Ittad wron on/A OW5 b w geode wety:wet ee rem b elecViwl corwl:.he ,1 ot°g DYELLINS A/ \\ ) PJBWL GL WATER udlkee of..ways diepo>1. wwulOemnt rwc appepiaW scab W peven:gores mo mo iWe O" PUBLIC WATE¢ ,.WOW eorteron shall rot dbcher a NW en�/A OWTS and the Iromlreacnty tro ntrol prnel o)unctbn boxes. 1. N �\ ) Depoortmen-.recommentle voter xlteror bocknan be conroc d W 0.Each system sroll be equppea with a lurotbmry wmnby s�Wn 1' ''1 \ ' _-' drywell accpteble W Torm o Mllage d.11al•n > w111 oc%d th:rote,,vbual alone l Deporemen--s. nand hemtl by tM oeeupmts of tb bvllelry served.Tne y 1 '' .AO W Y`RRI CATION / I 1 0.WAOWS tmxs 1 xptk tmrb still to wcr,:f:t mo Depart+nnt.ewrme•ms date reroW olmm ro[Ilka:bn W Me OZM WELL I I p>;rvctea of ee:mm ob doable mYarlab vat me rot sW'ect W peovered tro O.M t. pwleer 1 `-'------ exwsaive wrcealen p decay. by ogreemen by ; I 1 Nx q.An-aMce must be watertight.Too meNods of easing tmka pe reeormmentl'd to pe sot Des gmN a eonNVof�wity en meats of 1 0 I l A q+'ppe r+r pmel wl Z U y watertlaM shell be either vavnn-eating ar Hater pressure testbg wrvnet'rre orbbl taro b to t+a s a•m 1 - 0// 'O '� S a p a gero opero y a a:.rvy a q I meveas as roll.we: power outage. •I u m� o- �t4 w I \A O'1 s I IO.Vauum-as:tg:seal the empty ta••c m.-It o vawm W roanEl fc)'rcnea(IOCnnI)of mere Tr:e tart b a d V-eI a ebcV' b j OrELINb n/ vr5 Ppv're w'.frotbn box serv'm tb pump motor mo•Ia DYSLLIN6 O U ' PUBLIC WATER mn[be..a-ar-Igrt mo lecobtl oubeb[to 1/A OwtS o,k ctmmr. W/PUBLIC 1 \ I / voum Fi held fp Ma Mwtea. 1� I / I ar Wstlry,Seal tang 1111 tank with.war W outlet Invert 2.Arg oloron bca-ad wbbe el the I/A OWTS uwt mot to plocetl WATER ' Nat etaM fm 2a Ic.rs.Raflll Ve tm<W tro cutlet Mcrt gpod boro•eta,p-ostk p Ikergbxl om hove o x•rm000l I re•he 2aJns perms le complete.Let Ve tm<svM!p m erol rover 1 \ // A edd t'arel IOgaur period.T:c tort le appwee P water level le an help for the IO-I,wr perod.Water prexse Wstbg b g.All lent Vees mrst be aceees6ie oM ecrvkeable recommcndId W ba done orolte ofte•tnW"."Ir, hon z�s 12.Sepatk tIr mmulaturere-11 prwne o Iebe1 0+rot-cwraaN. a.The r�ahal.be attaaMe eo a 5crodrle e0 we nooe Vee 11 \1 // / ` S,o:er arapb Mgt I '�a�oaF awss openxg W wam shall roe w o!locrod­W_IwwrnmaF.p adfvstmert.Tro Iloata __-1 / / ``- 2 W ak 5.ne Dcpppert oral etocrve the pimp ey>tem ooervW Waugh '1 1 / f 1.Nbncemsete peldsicatctl xptk ace eMll conPem aroma epe•atsy cyce. InmrroL'orol Asa«Nation of Flumbly and Mochanicol pifkita sflm b.lro for W the Iorc.main Ilet II be mode 1 / °/potion eaxage irye wI I (AvMAOI•Americm Natiorol 5tpeme Ior PrefabrlcaWd 5eptrc - d:.l•y kha pump<a• cetlure, j / �/ To:ks'A`G ZIOOO-20pT ant[my cpplkabie•wiabro/upaoWa. ; I / � 2.Non-cerrrem tm,ts.loll be rawtary m>embleo m msertabe Dh'ELLIN6 W DhELLIN6 W/ >,e+bldtlbtrd.tbn Ia111y b1 o ied re'exnntrve o.w H ; -- rn movacWe.. PRIVATE hELL -- w ,ISO FROM 1 1 \ I 1 PUBLIC WATER c 9. Wn<shall be bentlfbd by rya new•aWcr w'M t1n SUB1EL7 1 \ \ I 1 mowlaa.rer Home or Ingo,colt' and t t'. i openIF I pROp -T• 1 / I/ da>nawfaewod,pemarorrcly mmked at eno Inlet entl or th.tank LINES s ' l�'TEST HOLE 1 E .1Bb' - - I PROJECT: bp a.All wall>,Ia,root.,ant.r.vea cwcn eroll 1.-p epplbd \ x 1 / / / EL=111 •erce.f g00 pourm per squme top(mq. 1 o u- ' 2705 I.N.L. S.P>ewsc cocrcW cwcn ant rixn vc rot amlttco on 1 _ j`!86.01�•W Ibb.T4' y -_____ '' -� _- ror-cocrate ter,te,ale»ovarw:sa®o•wed a ma„fawer. 1 Y ; SEPTIC b.Wrorover pratkal,roncwx+eW UA OWTS s sept'c L'ks still -'1' x 1 y EX15T.I-STORY rot be lecotctl with'grolnawaWr.For hatall«tins tin:pe placed BARN G; wmhln youM:+oter,Pporticulp cme must b.Wken derby IroWllatbn, 1 '1 p w/PRDP. ----" / ` b.desy,ant bak11111ng W prevent Gareme W tm<walls,ant all ; rn 'f RENOVATION :ones enoule Ix ems by tM maMaturar aompeteIt meenbbd.II. O 1 ro a-BEDROOM / _ --_ i' _-' b.0. de an.w e e, a nk b dalNerod W x>a H xeaaro.all _.' E�'- 2705 INDIAN NECK LANE � DWELLING _ J �------ -' /'-;N PECONIC,NY 11958 ob::.s>hal be xaled wIM woWrti�:gata[s.All torts elnll be j bghero»alter Irotahatlm k'9 a mctrod 1 r- ���� ��� - _ sPeellbd by the maMaWp mm cl,• by eM Oeparment. j 11 DWELLING // _ -OZONE%(SHAOEO)l - ____ >wFer Wrks me ImWI1ed H grourmwater,tro design j .1 PUBLIC WATER I .� I - 'FL'�_�� AE(EL:B O') ----__ ,.i COea 1 MII-It ebro:o pro. we1 t 1 9 _!FLOOD ZONE ' ' DRAWING TITLE: ee esaoro s bioym4y calulagh DNC--LLING W/ 1 I i - _ :he tank elm er wiNout oroh.rby p tro aedltbn of.-Ilaat)MI1 j O � -- .__ _-' _ I ---- '3 bo of I.mt 5 tlmcs more Nm the wobh:o•:Um wot'tl's laced, PUBLIC tNAT_R ; �p/ I ' ' / _- _ _�' EL=2.0' p3 Tne wajan.y.m.ulacbn..ha11 x NOTES mu SITE IN FORMATION roe penmpty -D el_-o.- SITE PLAN SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL -J - I -i -' p3� eq0'-j/ � I LANDNARD LIMIT OF TIDAL �bO Re. REFERENCE NO.: _ -- __-- _ -� eB•aroo s- T390' \- _' /' -J%''E a�P' �Y E LA DS AS DE INEA ED BY 45.y 5B4>53'14 h. .._-. SE ON MARCH 02b 5g 4524 1 '1/ hP 90hMAN,PHD OF'ANO S,q°Icl�, \'\ IPAGE' j w -� EXIST STONE DRIVEWAY - - /_-/ U 13,2 DWELLING W Sol \ PUBLIC WATER 5T642' 4b30' \ SP-101.00 11 ° I Z •2a•O-OlY ___- ____50-�;Ap. STBg4Bg W ITS.00, l VACANT '1 L. 1;� I i I�58�5� ELF VACAN' NO8°22 5bT' I S8tg24�'.,W DATE:05 1 26 1 _ / 1/ �1.QF 3�> Nta°a 2&b"w RIGF-MOND CREEK LOT '1 .1 LOT DE=D) 28b2' - LIMITS OF ENLARGED 1 SITE FLAN _--- APPROXIMATE -._ LOCATION OF 1,1 II I /rr�- NEIGHBORING YELL 1 PAGE 5F-102) 1 [' (PER OhNER)1- U- VAELLIN6 W �blll" � i, I PUBLIC WATER � n - l r�ll� PUBLIC NGW 1 4t\" �11 i I 1 1 WATER 1 !!� ^�• ' �I �] %3 DAELLIN6W Phil WE-L SITE FLAN SCALE:1"=60'-0' - _I I I S NO LINE 1::)I AORAM a I � MAIN =_=GTR1 GAL ZERO SETTING ON OFF DETECTION PA1N_L AT DNELLINO INDIGATOR INDIGATOR GIRGUI- o - c MAIN 3REAKER > p` c N Z o a 'F.OY V x j N Om Y(D NDIGATOR ¢ 522 o GIRGJIT ROM RAM ®OG N OUTPU- GIRGUIT -4 _0 TIME U AG (DC,) INPUT POWER SUPPLY ONE-r-HP MICROCOMPUTER RANGE/JNIT N � GIRGUIT m SELEGTOR5 —c + U C DEDICATED,50 AMP Q — 51NOLE-PHA5E 1 GIRGUIT BREAKER I ELEGTRIGAL SERVIGE a cp --TO HYDRO-ACTIONcl PLG CONTROL PANEL a HYDRO—ACTION SINGLE LINE DIAGRAM 5GALE:NTS y vw X. _ 5-ABS SITE GOhmIT10N5 PR II LEACHING POOL TOP `ate` 1 •_• / � 5 V OR GONERS FROM BEING LOCATED Y:ITRI THE w\ p'�Y �4)BmROOM _ -.- S�EGIFI�J'DISTANCES FROM IN6 POOLS INTO RING-5 SHALL �^/\ "� -� DhL'L_IN6 PLL CONTROL HE�ILI=TO BRING LEACHING PCOLS INTO CONFORMANCE. -PANEL I HPBO PO_YLOK 30'o D-BOx N .O'MIN. C`G (/ PROVIDE LOMPF>=550R SEtlA21TY GRATE(BAFFLE REOD IF INLET PITCIi', �X/+A "� SEGOImARY SAFETY FRESAST LONL. 3-O•MAX. GOJAl BCNCATH�i Ib MN ExLEEOS j•PER FOOT(l LOVER BELOW GRADE Tilt' 'i (TYP.~ALL RI5ER5) 3 b J ' i. Y `!AIA pRA1N LTION+143C £ AV6.6fL4DE EL D - LEAG'.Nb 9n1GTIRE—.0' 3-b"MAX. -MAXBW SLOPE Wc•m SpitO 95 m 5pR 95 �pRv MV.4• MIN PITCH k., POLYLOK 20" D I ST. BOX DETAIL M.N.INN. MIA.4'm 5DR 95 FLO / I SCALE:N75 EL..B O: wLPOR ED.,1, u INV.EL=13.T' D NV.EL.=126' MV.EL.=124' INN.FL.=132' INN.E:.•12.1 I EMT PROVIDE LAST IRON Q 3'MIN DROP FIFE E%TEtmIN6 3b' (PROVIDE EI.D LAB O MIN.�RO:+BUI.OIN6 m q PROVIDE 12'THK.MIN) TYPE LEVELING LEALXIN6 Q w sort ---\� '' FOUNDATION BED #tt OF SHAD OR PEA pEV ICES AT OVTLES) POOL(5) GRAVEL BENBATN .LLB W ms R1BnIDN BOX PROJECT: REPLACE EXIST.501L WI L 1-5'�• I —5'�'� L�1aSG 27051.N.L. f—. — �rA[ .. —L - 24s NIA¢pLGo iEM GRAVEL(SPF}CI - x L L.P.iY-EV EXIST.5A!D P M6NEST xPEGED LA RNDTPRESENT m= SEPTIC SILL OF MATERIALS �� 6ROM WAT RF .3E• ----------------- ___-- "- ITEM P/T. pESCRIRION O!Y. ———————— I l"Cxarc'X ti1ph.TF.@- CLfANOUi DETAIL 1"OR AREAS NOT SUEJEC-10 YEHIGULNR 1-111 HA-IB0059 AN-0,245 NITROGEN RE=ON LOMP.ETE 1 ————— -———————————— ——————— 2705 INDIAN NECK LANE 6RWID WATER EL. IN Ali VIEWS,Al1EfI:AIF•4°5 iUR BENCS,ALIEANATE.a.6(CN US-.WIIN 2IL;.RIEXSION/CONNECNUN A IB0052 TA-,PRE.PUMP 400 I oesERVED.TEST HOLE— PECONIC,NY 11955 B 130002 KIT,5N6 2 TANK LONNECTN6 STAtJARD I 1-110 DRAWING TITLE: GLEAN—OUT DETAIL D AN4 1 WIRING DIAGRAM AN4p0 N/RATFORM LGMPLET2 I EcSo-so-L-eo-P�c oPs.Ejso-So-L-Bo-r L 1 SYSTEM DETAILS 51-ALE:N-s 5UFFOLK COUNTY HEALTH DEPARTMENT APPROVAL INNOVATIVE°ALTMNATIlllE 01N5rrE - 7REATMENT -M LEACHING ME,(4> H.C.J. REFERENGE NO.: _— — I. VA OATS SHALL NAVE A MINIMIM TREATMENT CAPACITY OF-0 OPD(4 BEJROOM5). 1. 2—NIN6 SYSTEM FOR A O-4 BEDROOM RESIDEEE SHALL PROVIDE BOO FTA—E-W AREA FRO�OSp IHORO-ALTON AN—FTtOVIDES 440 C+PD TREATMENT CAPACITY. (Z B'm.b(EFFEL-IVE DEPTH)LEACHING Pools PROVIDE 900 FN SIpE-hLALL AREA PAGE: 2. INSTALL ALL COMPONENTS AS PER MAW(.SPECS. 0)B'o.b',`!T—DEPTH)LEACHING POOL PROPOSED FOR 5 ExPA!bION 5. A 10 M.N.D15TAEE BETWEEN THE 1/A 01—M EUILDING WITH L SHAL'BE 2 LE4LHIN6 Pools TO BE LOf&TRJLTED OF PRELA9T REA=oRlo CONCRETE I——A4. S■P -103.0 0 �AIATAIAEO.—5'—.D15TAlGE IF BUI:.DNO S:.PON A SLAB. y ALL LOVEW e� BE OF PRECAST REINFORCED COI.LRETE(OR EOVAL). 4. A 5•MIN.O: —t BETYSEN T I/A 0—AND D 5T.BOX(WQI PRESEM)SNA:L BE MA-114D. _ OF I A I.MIN.pISTAI:GE BE�nffii TyE NGHE5T RFt.ORDED-0—ER:EVEL AID BOTTOM LADING 4 POOLS SHALL BE vAIATAIAS. C ATE° 1{4�: 5. A Io'MIN.DISTANCE O=Tr I.LEACHING Pools AND WATER LINE 5HA-BE MAINTAII�D. DATE:OS/11/'¢ 3_Q r_3 H k AN ADDITION OF I9 HAS BEEN ADDED TO THE OBSERVED TEST NOLE 6ROLNp WATER ELEVATION TO T'_ 1. b. All B'MIN.DISTANCE 5—ALL LEACHING POOLS AIID I/A OWTS SHALL HE MAINTAIN-.ESTIMATE THE HIF#ST EXPECTED GRO.AD WATER ELEVATION.THIS AD.lSTMENT W45 DETERMINED USING l MEASLREI�R=RECORDED AT A NEARBY Us.65 MONITORING WELL.TIC VA'JF_of THE AD.LSTMENT WAS h `�'�/..f'1'•.i I J. '6 •'+ DETERMINED BY LAL -TING THE DIFFEREEE BETNEEV T1@ 6ROUMJ WATER DEPTHS CLOSEST TO 4 DATE T1ff TEST HOLE WA5 MEASLREp.AND THE 9OTN PERLENTII E N1-5T HISTORIC LEVEL RECORDED ��� •/:�-J \1.i1./♦ `.+��'-0? �a DURING ANY MONM.SPELIFILALLY: / /,�v�a^ \"ice r / -MONITORING WF11 SITE NAME.5 b53B3 j • '?` ('-. I } ••'ll` MONITOR-HELL 51.N.MBER:c05890Oi35BG03 I y �''".,/ •. ••:1 s -6ROU!D WATER LEVEL ON AJ.YY3i 11,2014,53 BELOW ON— -^OTH PERCENTILE HIGHEST NISTOR L LEVEL pU21N6 ANY MpNM:90.T5 BF W f ApE A '� '�:t: - •I-1�'�-; i� .'A PROPOSED SEPTIG SYSTEM DETAIL ' SCALE:NTS q � 0pG �z 4/ A� / \' now or r P. Rove Sandra & Mary P, Tloczkowski S,3.21'2p3£ (Dwelling W/public Water) r 'IN 107 \ P�°\a 91 or�`rO i 6�0 '`. \ dohIN. ;° . 5 \ �501 ZDr�•9 � �xGeS 01 D�e\\1f 9\nNO \ r N N Cme�\y & �\ / N G w or formerly 0.1 erpld o, o< o or r°�N ��C\o9 W Weir & t� P Linda Weir 82pe \ Ph \A P O`\ (Dwelling /Public Water) \ JO P\U I \I J I % cr 9+APE 1 John now or formerly I I Jo A. Fanelli & Joanne / 1,,I (Dwelling W/Public Water) M. Fanelli I I / 111 i i 1 , � 1 / I % i I / I � 7 / z O 0o I / / / v £ N O / a \ I 1 O It I / 1 lJ O 1.- FEN FEN ) I ,-'- \ fir• 4 / OAS 0 's WIRE Z FENCE o,'w ---------------------- N88'07 / '30"W 166.74' _-----" % co Z ,' -'^`• err 1 , N 0 -1 oiE R\NO — -- O�EP -------------------------- fi- - -"`.� r�-='� --------------------- -,a ,- .- now or formerly - .- -----'-" , Deborah M. P o n t i n o FEN -- -�0- ---------------------- - 1 Dwelling W/P -___-- � ( ublic Water) - -------- ------ Ilk ° i ----------------- ,_ -------__ - -_-__--------- -------' -- -'' WETLAND \\ % t,•41'1cJ'NrJ O' RFMP --- // " ' _ '-- --------------- -----_ _ . ,f -___--LANDWARD LIMIT 0 ¶BOWMAH. FHD OF N. I S8 48.37 -14zgS STONE /^ ___ ,_-- ,,A'' —.— — — _ ��' _-'' S DELINEATED BY SE ON 3/13/26. 0 BARN ------ LAND.'' /' �— — -' A LAND B ` �iEN °O 12'/ FMF�9 4 i'', _ - �/ ."b� i "' / / '''' \`" - �110 UL _- FOUND S88'41'0 -- -o ' 9N ELEG °DB — __ —' — -% _ ' 0-E- 1 173.30' FEN 24•w METER I A _ 1 S W '- I 4 4 ELEC. SERVICEI �1 _ ''"- — ---_--- 1 B01LPRpS ` '------ ----' --- ,/' /. \`, i'� _ I 579•19g7„ 5�¢'„ \\ / W $4'5 NYT STONE DRIVEWAY s- cj"'''- 7' I g0 g0 57ISO g2 W \ 1 � i /. 282.5 z I \ ° P (011 CREEK, �14.83 5j8 47' EDGE OF 1 \ APR. 15, 2026 AMENDED WETLANDS (J I N� MAR. 14, 026 UPDATE SURVEY N84' „ 1 1_ -- �- / OD I 0427 W 847'4 2 c _ 29� Ilf-Ir 1 '-'`.�---- ------•--�r—=-� J 0 i 578' 28.62' 8hW MpND DATE: AUG. 10, 2019 — —'— .—'SQ w -------" �I 82.41 1Cj� JOB NO:2019-439 i I 175.00' Sg1 51 `�, Sg�.54�30 w (BzoS GEED) R Survey for: If I / CERTIFIED T0: r formerly HC NOFO LL C HC NOFO LLC now o°f Southold At TEST HOLE DATA Town _--__ PeconiC 4 '�F N fi A AUG. 05, 2019 - _ 1 Town Of CrA MCDONALD GEOSCIENCE - __--�_ I �r /.y EL-13.6 0.0 ►7 o'Z� hold 7� � I . DARK OBROWN OL ------— __ _----"-- Suffolk County, New York 1.0 1 BROWN SILTY SM S.C.T.M.: 1000-086.00-05.00-014.004 SAND CSY ,0?3h IJ 3.0 I 40lN 0 40 PALE BROWN FINE TO SW COARSE SAND _-- 1 SCALE:1"=40' 6.0 -' 1 DAVID H. FOX, L.S. P.C. N.Y.S.L.S. #50234 PALE BROWN I NOTES: FOX LAND SURVEYING G W FINE SAND SP o APPYdell Perow net 64 SUNSET AVENUE 1. AREA = 575,779 S.F. OR 13.2181 ACRES WESTHAMPTON BEACH, N.Y. 11978 EL-1.5 ---- 12.1 11 2. ■ = MONUMENT FOUND, ® = STAKE FOUND. (631) 288-0022 WATER IN SO 3. REFERENCE DEED L. 11803 CP 970 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY PALE BROWN IS A VIOLATION 0FSE CTION 7209 OF THE NEW YORK STATE FINE SAND 4. ELEVATIONS REFERENCED TO N.A.V.D. (1988). EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL 17.0 1 5. THIS PARCEL IS WITHIN FLOOD ZONES SHOWN HEREON SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. 1 AS DELINEATED ON FIRM BOUNDARY MAP NO. CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE I SURVEY IS PREPARED AND 36103CO164 H LAST DATED 9/25/2009. BEHALF TOR E TTLE WHOMHCOMPANY, GOVERNMENTAL AGED CYIS AND LENDING INSTITUTION LISTED HEREON • AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS.