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Home My WebLink About1000-31.-17-4 OFFICE LOCATION: ®��®� ®�`��®� MAILING ADDRESS: Town Hall Annex ® P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) evs ac ® a� Telephone: 631765-1938 Southold, NY 11971 C®UIVTI,� 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: April 13, 2023 Re: LWRP Coastal Consistency Review for STEPHEN & FORTUNE MANDARO REVOCABLE LIVING TRUSTS SCTM# 1000-31-17-4 AMP Architecture on behalf of STEPHEN & FORTUNE MANDARO REVOCABLE LIVING TRUSTS requests a Wetland Permit to remove the existing 4'x4' outdoor shower, 6'x5' front entry stoop, 418sq.ft. at grade rear brick patio, existing roof, existing septic system and existing foundation locust posts; for the existing 40'3 '/2"x20'6" (800sq.ft.) one-story dwelling and to lift, relocate and construct additions to the dwelling consisting of an open foundation with breakaway walls using approximately (15) 10" diameter wood pilings; construct a 6'6"x8' (52sq.ft.) and a 1'3"x9'8" (26sq.ft.) two-story addition; construct a 29'x27' (783sq.ft.) second floor addition; construct a 20'6"x5'7" (114.8sq.ft.) second story seaward balcony; a 6'6"x5'9" (37.3sq.ft.) front covered porch with a 7'x9'3" (64.4sq.ft.) front uncovered porch and entry stair; 44sq.ft. rear entry stairway; 42sq.ft. mechanical platform with steps; 4'x4'6" (16.5sq.ft.) outdoor shower(open to above) with 17 gallon storm water catch basin; install a new I/A OWTS system on the landward side of the dwelling; install a retaining wall with 36" high railing and rear stair at north/west sides of property consisting of approximately 30 linear feet being 3'5"high, 16 linear feet sloped from 3'5" high up to 5'4" high, 53 linear feet being 5'3 '/2" high (heights taken from existing average grade); proposed retaining wall at south side of property consisting of approximately 43 linear feet being 3'5" high from existing average grade; a total of approximately 9,645 cubic feet of fill will be required, 2,760 cubic feet will come from site excavation and 6,885 cubic feet of fill to be brought on site; install a new 654sq.ft. pervious driveway with curb; install one (1) 8'x4' deep drywell to contain roof runoff; and to install and perpetually maintain a 10' wide vegetated non-turf buffer along the landward edge of wetland vegetation. Located: 2135 Bay Avenue, East Marion. SCTM# 1000-31-17-4 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 and the records available to me, I recommend that the proposal is CONSISTENT with LWRP Policies and with the LWRP. The Southold Zoning Board of Appeals issued a determination on December 15, 2022, finding the action consistent with the LWRP and imposing certain mitigative conditions imposed by them: FEMA compliance, no disturbance to neighboring lots, install a 10' wide non-turf buffer, and a I/A OWTS among others. The retaining wall on the property boundaries is inconsistent with the community character and although is necessary for high groundwater water conditions with new sanitary system technology, it will divert flood waters to adjacent properties. Essentially it creates a raised island. Expansion of structure and sanitary flow on these sensitive, substandard lots adjacent to wetlands and within flood zones is contrary to good planning, even with new mitigation applied. Historically the structures on these lots were small cottage types and better fit into the streetscape. Structure within these areas should be minimized. The west elevation shown with fill could adversely impact Bay Avenue by diverting floodwaters. 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 RECEIVED Town of Southold �— APR 0 71023 LWRP CONSISTENCY ASSESSMENT FORM Southold Town Planning Board A. INSTRUCTIONS I. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its 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", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. 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# 1000 -31 -17 _04 The Application has been submitted to(check appropriate response): Town Board 0 Planning Dept. IR Building Dept. 0 Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital 0 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: Lift & relocation of existing dwelling; New Foundation New Second Story New Entry Porch & New IA OWTS Seasonal single family dwelling existing,year round single family dwelling proposed �� 0�� Architecture Addrm�:louuo ^xoinRd,Unit oxeoBox 1oawot�tunhwvnnsz ~ ~ ^ ~ ~ ' `' ^~ ' ' ' -- - --- � - Phone:(631)603-9092 Design + Build |/ March 3, 2023 Wetlands Permit Application MandanoResidence 2l35Bay Avenue East Marion, N'Y. 1lgS9 ' �� SCTK�: 1UO0-31-17-O4 W8A~~. - Project Description: Removal of the following: Existing Outdoor Shower: 16 SF, 4/-O"x4''0" 0S� 6'-O"x5'-O" Grade:Rear Brick Patio at 418 SF Existing Roof Existing Sep ic SVstern Existing foundation locust posts Proposed Lift and Relocation of Existing 1 story frame dwelling: 40-3 Y2^X2O'-6^ (800 SF) - Approx. /lS\ 1O" 0Wood Pilings Proposed 2 StorV Additions: 6'-6"x8 -O" (52SR; 2-l'-3"x9'-8" (265F Proposed Front Covered Porch: 5'-5"x5''U" (27.5 SF) Proposed Front Entry StairwaV: 65 SIF Proposed Rear Entry Stairway: 44 SF Proposed Second Floor Addition: 39'-OyxZ7''O^ (7Q3SF) Proposed Second Story Balcony(open to above): 2O''6"xS'-7" (114.OSF) . Proposed Mechanical Platform with Steps: 425F Proposed Outdoor Shower (Open to Above): 'O"x4''6° (16.SSF) New [A OWTS:Tobeinstalled atfront ofproperty Proposed Retaining Wall with 36" High Railing & Rear Stair at North/West Side of Property: Approx. lO9 linear feet Proposed Retaining Wall at South Side of Property: Approx.43linear feet New Pervious Driveway with : Approx. 654 SF New Buried Drywell: (1) @ A'x4' Deep DryweU Approximately 2,760 cubic feet of earth to be removed for proposed septic components excavation. All to remain otsite for backfill O,159cubic feet tobeused for proposed regrading Cantrell, Elizabeth From: Brooke Epperson <bepperson@amparchitect.com> Sent: Wednesday,April 5, 2023 5:01 PM To: Cantrell, Elizabeth Cc: Anthony Portillo Subject: Mandaro 2135 Bay Avenue Project Description Hi Elizabeth, As per our phone conversation,please see the following updated proposed item descriptions: - Proposed retaining wall with 36"High Railing& Rear Stair at North/West Side of Property: Approx. 30 linear feet @ 3'-5" high, 16 linear feet sloped from 3'-5" high up to 5'-4" high, 53 linear feet @ 5'- 3 1/2" high. Heights taken from existing average grade - Proposed retaining wall at South Side of Property: Approx. 43 linear feet @ 3'-5" high from existing average grade - Proposed Front Covered Porch: 6'-6" x 5'-9" (37.3 SF) - Proposed Front Entry Stair&Uncovered Porch: 7-0" x 9'-3" (64.4 SF) - A total of approx. 9,645 cubic feet of fill will be required. 2,760 cubic feet will come from site excavation; 6,885 cubic feet of fill to be brought to site We will also be going out to the site to mark out the proposed retaining walls, house location and heights for the retaining wall and first floor. Please let me know if you need anything else. Thank you Brooke Epperson Senior Architectural Designer A M P Architecture Design + Build Office: 516-214-0160 www.amparchitect.com ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i Location of action:2135 Bay Avenue, East Marion Site acreage:0.1 acres Present land use:Single Family Residence Present zoning classification:R40 Non-Conforming 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 (Anthony Portillo) (b) Mailing address:PO Box 152 Mattituck NY 11952 (c) Telephone number: Area Code( )631-603-9092 (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? 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 The proposed house relocation and new IA OWTS increase the conformity of the lot and move the septic away from the Wetlands Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LV;" 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 0 No F Not Applicable The proposed second floor addition does not go over the allowable 35' height by code 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 E�d No F�] Not Applicable The new foundation will be stronger that what the house currently rests on The existing septic is extermely close to the Wetlands in the rear yard,this will be removed and a new IA system will be placed in the front yard 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 0 No EdNot Applicable The exsiting septic near the Wetlands in the rear yard will be removed. The new IA OWTS will be placed as far away from the rear Wetlands as possible 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 E No� Not Applicable The exsiting septic near the Wetlands in the rear yard will be removed The new IA OWTS will be placed as far away from the rear Wetlands as possible 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 R 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 The exsiting septic near the Wetlands in the rear yard will be removed. The new IA OWTS will be placed as far away from e rear Wetlands as posse e 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. ❑ Yer-1 No R Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No 2 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 All site improvements promote a more feasble means to sustain the natural environment, much greater than what currently exists Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Created on 5125105 11:20 AM .1r Y t x 'fts. `$e .as &r x4 � "'f�s•:.j� w_at �y+k\'t "^-, • M K .�.y/de•• `e" � �. ~Y 4T R - at b..I_•. - 01 ♦�,roYn%C'. • 3r .. ..+4t ,. •J'• .x .'+. s ri''f ,s ....�. x _.. .. PHOTO #1 PHOTO #2 Y Ilk& c t _ k r PHOTO #3 r t ' PHOTO #4 I V�I Application: Mandaro Residence AMP Architecture—Applicant PHOTO #5 2135 Bay Avenue, East Marion All photos taken: September 3, 2021 ,,E • .;tR MA.cN r,. +, 4;-�N .�N� �4Attz1 ]TA lw.E-. x RLIZ s 'y Y •`' ,. ..: '; ft>o "b+ A x ', 13 ee " YQ i"w �4., .� .aA ' t 0y my `16°z!<'M b { ' a� ...` +ri '3 '� , ;a `', d •�w h a. 3 7•+ e. 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TAX No. 1000-31 - 17-04 01>1 j SCALE 1 "=10' JANUARY 14, 2013 SEPTEMBER 2021 PD ATE Yil FEBRUARY4 2022 VERIFY HIGH WATERLI LINE AREA = 6,000 sq. ft. Atiyi��Ag o°�G� ,°ryyo`� °%9 �G . i��wq, 4N 0.138 ac. � o 20 we Op ?a� NOTES: X ti �gc`oNit�,a 4e 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM X2-Z EXISTING ELEVATIONS ARE SHOWN THUS:m 1` 1.2F.FL - FIRST FLOOR �� G.FL - GARAGE FLOOR PaF•ac �p� \ oaG s �, 2. THIS PROPERTY IS IN FLOOD ZONE AE (EL. 6) E� yam o,fo c � o, FLOOD INSURANCE RATE MAP No. 36103CO177H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED p X.0 / X 'ys 00 X\Z2 / X.4.8 x .8 \ oC' 2-Z x zoyo yZ G oa° TEST HOLE DATA �p / �' Fob°a ��ati �3'Gs 22 QPo° G°aG (TEST HOLE DUG BY SHAWN M. BARRON M.S. ON SEPTEMBER 21, 2021) X2.B p� � __ / , EL 2.7' v a 0, X� X G° 1•�/ SANDY LOAM (SM) \ O � g44 EST HOLE X �� WITH;..•..-. LOAMY SAND W � GRAVEL (SM) x2 ?p L1�Q`' <Y EL -1.4' 4.7' WAIN LOAMY SAND WITH GRAVEL (SM) X' v cIPF WATER IN BOG (PT) 6.0' a � 'a •.�.' •\ BOJ 2-7 J 28 � . IG < ! 'S°' F° WATER IN MIXED SAND WITH GRAVEL (SP) J]4� c�. i�`000 O6 o ` x4 ��9A a. Q� X OG, 9 1 0 �ca� 9 fy X2.0SZS z.a ? 7� x - � X2.2. °GS' V` ti AG�li :`�`• �_ Southold Town �O / a Board of rustees 2.2 P �V X Y OJ Go a•• PREPARED IN ACCORDANCE WITH THE MINIMUM S STANDARDS FOR TITLE SURVEYS AS ESTABLISHED %P 4°0 \ BY THE L.I.A.LS. AND APPROVED AND ADOPTED _ TOR ASSOCIAE BY THE NEW YQRK STATE LAND or Vf�f a C6Ci \ t, ,0. • .n f' �F _ .� . Y.S. Lic. No. 50467 o X a n TO THIS UNAUTHORIZED T ATI ON O OR ADODITIONSURV ` SECTION 7209 OF THE NEW YORK STATE LA EDUCATION LAW. Nathan T of t Corwin CY` 1 �( COPIES OF THIS SURVEY MAP NOT BEARING \Y� THE LANE SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY N�3 IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanle J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Y LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno LS. TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. Title Surveys — Subdivisions — Site Plans — Construction Layout CERTIFICATIONS ARE NOT TRANSFERABLE. Y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 32-286A TAX MAP # 1000-31-17-04 SITE LAYOUT NOTES: I. THI5 IS AN ARCHITECT'S SITE PLAN 4 15 ZONING DISTRICT R-40 NON-CONFORMING SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION LOT AREA 0.1 ACRES \"-MARION LAKE pG REPRESENTED ON THIS SITE PLAN 15 TO THE EXIST. / �QJ� ARCHITECT'S BEST OF KNOWLEDGE. CofO - STORM DAMAGE REPAIR EL.=0.8' / TO EXISTING SEASONAL I[- #311c,15; OCTOBER 2014 EXIST. 2. SURVEY INFORMATION WAS OBTAINED DWELLING m 534012'40"E _ _ _ 60.00_ EL.=0.1' _ _ FROM A SURVEY DATED SEPTEMBER 24, CofO - ACCESSORY BUIL(METAL SHED) DING E V) - 2021 AND PREPARED BY: #Z52gb; JULY 1173D 3 m P��/ NATHAN TAFT GORWIN III VARIANCE APPROVAL #'T 1I; DECEMBER Icl2022 ix Lo } m PROPOSED 10' O I yJP�.\�' ZpN� I O NATIVE SHRUBS PLANTED N.Y. STATE LAND SURVEYOR c Z O WIDE O / \ON F� .�PE O 5'-0" ON CENTER; LIG. #050467 co Y�t N \�� pNE - PROVIDE NATIVE FEMA FLOOD ZONE AE (EL. 6) VEGETATIVE 1586 MAIN ROAD x � cel \F Z EDGE OF WETLAND5 AS WETLAND SEED MIX o 41 ' JAMESPORT N.Y. IIg47 -- o m BUFFER \�\\ \. DELINEATED BY SHAWN M. BARRON 0 m \\ m , t PHONE: (631) -127-2010 WETLANDS DISTRICT PERMIT PENDING N o u')'�- M.5. SEPTEMBER 21, 2021 \��\ -- - --- 0 n 3 I-4'13 O 8-04874/00001' w u I - NYS DEC APPROVAL 10/27/22 o .\ ` SUFFO K COUNTY D Q EXIST. SEPTIC SYSTEM •�\ \\ � gn . �`' ` ,, �. `�� O \ . \ \;\: \� �� z ? �;�. ao� :<•\ L TY H APPROVAL PEND I N6 Q) TO BE ABANDONED PER �� _>. \ ::.. \ BEDROOMS SGDHS STANDARDS �� - \.\ \\\ \•\ \ . \� EXIST. �� EL.=2.q' HAY BALES 4 SILT LOT COVERAGE U FENCING DURING (3) •MM� EXIST. SHED 4 GONG. O z I PH 3T cn PHOTO CONSTRUCTION \ I % LOT 4-1W SLAB TO BE REMOVED _ �_ J #5 \1 DESCRIPTION (FOOTPRINT) AREA .- PROP. WOOD STAIR $ VVV COVERAGE 36" HIGH RAILING AT TOP OF \ 6 0' I LANDING RETAINING WALL WHERE RETAINING PROP. OUTDOOR SHOWER TOTAL LOT AREA 6,000.0 S.F. U WALL 15 > 30" FROM GRADE 5.0 I-- I `t.O' W/ 17 GALLON STORM MIN• f - - - - I WATER CATCH BASIN TOTAL LOT AREA LANDWARD OF 135' REAR YARD � 5,600.0 S.F. \ I SETBACK v EXIST. BRICK PATIO ® WETLANDS ' PROPOSED 8X4 DEEP DRYWELL - i Q GRADE TO BE REMOVED to EXISTING DWELLING 800.0 S.F. 14.5% a (a) d o EXIST. SEPTIC SYSTEM TO BE ABANDONED BY PROPOSED DWELLING ADDITION 311.0 S.F. 5.690 0 LINE OF SECOND � �- REMOVAL PER SGDHS EXIST. FLOOR ABOVE L - - - -ty - J STANDARDS TOTAL AREA OF ALL STRUCTURES 1,111.05. EL.=2.6' EXIST. I STORY WD. FR. Q I Q DWELLING, "MAXIMUM LOT COVERAGE ALLOWED - 0% PROP. HOUSE LIFT 4 U� ____ �a PROP. MECH. EQUPMENT _ PROP. RETAINING WALL TO I MOVE w/ PROP. OPEN FOUNDATION ON WOOD ______ ON RAISED PLATFORM STEP UP w/ GRADE -� i p PILINGS d TOP OF WALL EL.=7.1' PHOTO #2 i - I REQUIRED SETBACKS - DWELLING - - -- - --- BOT. OF WALL EL.=2.6' EL.=-1.0' SECOND STORY 1 _ - - - _ - _ - - _ ADDITION O i REQUIRED EXIST. PROPOSED COMPLIES � (4 BEDROOMS) EXIST. STOCKADE___- 45\6 ;9 FENCE PROP. F.F. EL.=13.0' j FRONT YARD 35.0' 15.2' 30.1' NO 16.0' I PROP. BURIED WATER LINE EL.=6.0' - __________________ i 51DE YARD 10.0' 6.0' 10.0' YES LINE OF PROP. FTG. - Y I BOTH SIDE YARDS 25.0' 3g.5' 26.0' YES PROP. RETAINING WALL - TOP OF WALL EL.=5.0' REAR YARD 21.6' 15' SIDE YARD SETBACK NO 10.0' I BOTTOM OF WALL EL.=2.8' AI EL =�•I PROP. i I -- O PROP. PROP. COVERED i N PERMEABLE CURB ENTRANCE i I i- 0Y GRAVEL _ I - DRAINAGE SYSTEM CALCULATIONS I p DRIVEWAY - i PROPGRADE NEW IMPERVIOUS SURFACES= 150 5c[. Ft. z (+/-GOOSE) __� I 150 Sq. Ft. X 0.17'= 1615 OF 161.5/42.2= 3.8 VERTICAL FT. OF &' DIA POOL REQUIRED EXIST. 10.0' 8'-0" PROVIDE (1) 8' DIA. X 4' STORM DRAIN POOLS EL.=2.7O' i 0 _ PROPOSED VX4' DRYWELL GRADE DR"(NELL SECT. CALCULATIONS PROP. RETAINING WALL; EXTEND PHOTO #I I I I SM o SCALE: NTS- y 12" MIN. ABOVE ADJACENT GRADE �� /iiiiii>iiii/tri i ri, iiriii •,ii-1- - I ry HIGHEST EXPECTED FOR LENGTH OF DRIVEWAY - PHO�'O j I 0.01 - J GROUNDWATER = O.O' TOP OF WALL EL.=6.0' - J61' -- -- - - - EL.=5.0 - - - - - - - - #4 SM BOT. OF WALL EL.=2.7' N34°12'40"W 60. - i. - - - - i 4.1' WATER IN LOAMY - - - - - - 4.6 5M SAND WITH GRAVEL _ - PT WATER IN BOG RODE EXIST. HATER r- EXIST. 1 / "".. C. ' �t r. ...-- . .- EXIST WATER EL.=2.1' , 44VALVE METER ' MANDARO - - - - - - - - - - - - - - - - - - - - = - - - - - - - RESIDENCE EXIST. OVERHEAD 100' TRUSTEES ELECTRIC WIRES ' a{ awl r P SETBACK i / SP WATER IN MIXED .. ' t ,. r� SAND WITH GRAVEL . . - _ y�'g",� �� - ,r� 2135 BAY AVENUE EAST MARION, N.Y. DRAWING TITLE: EDGE OF PAVEMENT COMMENTS: GROUNDWATER PROPOSED SITE PLAN :; d B Y A V N U E ENCOUNTERED 4.1' BELOW i _ "" x, .-ac► PROJECT DATA GRADE " - yW (PUBLIC WATER IN STREET) PROPOSED RETAINING WALL RAILING MATERIALS EXAMPLE. PAGE: EDGE OF PAVEMENT FINAL COLOR FINISHES MAY VARY. =n FRONT 4 SIDE YARD RETAINING SDA �d 36' HIGH RAILING ABOVE RETAINING WALL; WALL 4 RAILING WILL COMPLY TOP OF RETAINING WALL WOOD NEWEL POSTS, HANDRAILING 4 BASE RAIL. _ _ WITH TOWN CODE WALL 4 FENCE METAL WIRE BALUSTERS ALL SIZED 4 SPACED O O HEIGHT REGULATIONS ON THE DATE:02/24/23 10F 3 -- AS PER NYS CODE SUBJECT LOT'S SIDE. IT _ m REAR YARD RAILING ATOP RETAINING WALL WILL EXCEED ,yam ALLOWABLE HEIGHT EXIST. AVERAGE GRADE THAN ___- (STREET LEVEL) EOOE OF NETLAN05 A5 LOGATED2012N ---------- - R YARD i_i- - -i -I_�- -I _i_I-� -I �- I_i -_��- I I 1 1 i_I -�I I-�I -1 I-i I I-i 1 I I 1 I �_i -i I�= ELEV. +2.8 �. -------------- _ GOizNIN- L.S. ON JUNE h. _ -__- Iil_III_III III-III ILI_III_III_III_III_III_III_III_III III 111_111 III-III_III-III-III-III-111-III-III-III-III TIF III III_III_II -III-III-1 _ PEXISTING SOUTH PROPERTY LINE �(C SITEFLAN ROPOSED EARTH (FRONT YARD) �FILL SCALE: I" IO'-O" -N FROPERTY LINE RETAININO NALL ELEVATION �?, Q� � SCALE: 1/8" = I'-O" PROP. WOOD STAIR PROPOSED 3'-2" STAIRWAY cc NEW REAR SETBACK LINE c'`) I-] T I-] - FOOTINGS +� N ON. DN 4'-O" 20'-b" �n i I I T 1-1 T I I T ® o _ � 7 � 1 1 1 1 1 1 1 1 1 1 1 p PROP. BALCONY L I L L I-i L I- _ L - PROP. OPEN TO > 0 0 I BATH. ABOVE m Z p I I PROPOSED EXIST. EXIST. IST. _ 1 I I RETAINING WALL; B MUDROOM _ _ _ co (DPROPOSED SEE SITE PLAN � x � N RETAINING WALL; I I FOR FULL 0 0 t ' SEE SITE PLAN I I LAYOUT _ O m � Lo FOR FULL EXIST. EXIST. PROP. 6 N Occ LAYOUT I I OUTDOOR I ;n - a KITCHEN 26 SHOWER I I � Q 0 0 0 1 ❑ Ll -- --- ❑ - (3)I I f EXIST. I I / I BEDROOM PROP. LINE OF I PROP. BEDROOM PROP. OPEN FOUNDATION; I CANTILEVERED BEDROOM 156 S.F. 10" WOOD PILINGS W/ SECOND FLOOR I EXIST. _ 144 S.F. m I BREAKAWAY WALLS d I ABOVE I DINING GONG. SLAB I I ROOM I I I EXIST. <^ .. F.J. ( L 0(03 = N W 0 0 0 1 EXIST. O ® Ib' O.G. -b"-� -- I ,� I I BEDROOM TO R:-MAIN I I , -b' PROP. U EXIST. :;"X5" G.J. ® Ib' O.G. BATH. S.. TO R=MAINp .0 NEIq 45 S.F. f u! 1 I NEW —DN._ - ON. EXIST. p 1 I I 1 GL. I O - � � � r (a)T a - - - - - - - - - - - - _ _ Q = NEW MNG - - - L - - NEW UP ROOM ON. PROP. NEW NEW FOYER �- FAMILY ROOM � . I PROP. WOOD I -I7'-IOI/2" PROPOSED I- - _ PROP. OPEN FOUNDATION; _J COVERED MECH. IbO S.F. STAIRWAY - aJ I 10" WOOD PILINGS W/ I PORCH PLATFORM FRONT SETBACK LINE 1 FOOTINGSI I s I BREAKAWAY WALLS f I I GONG. SLAB I II I I I --------- - - - Q - - - - - - -03'-6"- i0'-0" h -- - 20'-b" -- 20'-b" � FROPOSED FIRST FLOOR PROPOSED SECOND FLOOD' FFZOPOSED FOUNDATION PLAN SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-O" SCALE: 1/8" = 1'-0" EXIST. OUTDOOR 5HOWER 20'-b" EXIST. ON. 773- U EXIST. EXIST. IST. B H. MUDROOM !AARs - 3 � � a EXIST. EXIST. I GL K I TGHE00 11 N i E MODIFIED SYSTEM � EXIST. (4) BEDROOM CONTROL/ALARM PROJECT: BEDROOM DWELLING (NEMA 4X RATED) ADD FILL TO INCREASE DE EL. To ABSORPTION TRENCHES, RES ECTIVELY.,ORADE'TOTR.EMAIN LEVEL FOR MANDARO PROF. F.F. MAG SORA 3'-0" IN ALL DIRECTIONS FROM I/A OWT5 8 ABSORPTION TRENCHES. 1:5 MAX. RESIDENCE BLOWER SLOPE PITCHED TOWARDS FRONT LOT PROPERTY LINE ALLOWED OUTSIDE IS"(P LOCKING OF THIS PERIMETER. SEE ALSO SITE PLAN FOR PROP. GRADING CONTOURS. EXIST. 2"XS" F.J. m PROP. BRACKETS AS ACCESS COVERS ® Ib" O.G. ' 4" HOUSE REO.V TO INSTALL w/RISER EXIST. o MAIN DRAIN EQUIPMENT ABOVE DFE 2135 BAY AVENUE BEDROOM (DFE EL.=8.0') 24"0 LOCKING EAST MARION, N.Y. ACCESS COVERS NEW CLOSED w/RISER POLYLOK 20" D-BOX w/ FOUNDATION SECURITY GRATE (BAFFLE NEW WATERPROOF DR_A_W_ING TITLE: EXIST. 2"X8" G.J. (UNCONDITIONED) GRADE ® I/A OWT5: REQ'D IF INLET PITCH ® Ib" O.G. 1 PROP.="1.0' I'-O" MIN. RETAINING WALL EXISTING FLOOR PLAN I 2'-b" MAX EXCEEDS �" PER FOOT) EX 5T.=2 8' PROPOSED FLOOR PLANS G INV. EL.=5.0' INV INV. GRADE ® ABSORPTION TRENCHES: 10'_0.. PROP.SEPTIC SYS.SECTION I MIN. --- EL.=4.8' EL.=4.3' PROP.=5.1' EXIST. • '------------------ - - --- EXIST.=2.8' LIVING _CONC. MIN. 4"4) SDR 35 PVC OR EQ. EL.=4.1' PAGE: ROOM PIT (DUCTILE IRON PIPE BENEATH - =ATL. BYFILTRATOR �D Q EXIST. GRADE TO REMAIN ^EXIST. STUDY TRAFFIC BEARING SURFACES) MIN. 4"0 5DR 35 PVG OR EQ. MIN. 4"m SDR 35 ETAIL) N X ® BOTTOM OF RETAINING SD-2 2 MIN PITCH ":I' (D.I.F. BENEATH TRAFFIC PVC OR EQ. WALL (SEE SITE PLAN) BEARING SURFACES) MIN PITCH ":I' INV. _ NEW HOUSE PROVIDE CAST IRON PIPE MIN PITCH ":I' EL-=3.9' CONNECTION; EXTENDING 2'-0" MIN. FROM DATE:02/24/23 2 OF 3 (MIND INV. EL. 5.2' BUILDING FOUNDATION HIGHEST EXPECTED m .-/-- ..iar Y:.ii.I"a$Y�-.- �-t."".� A��v"i• _ - --__ - -- - _- _ -__ _ -..i-._y:'�.rT GROUND WATER EL. O.O' ✓i EXIST. :.,r :.;.r,..._.: PROVIDE 12" THK. (MIN.) — — — D AP�C�i� t..aiywv+:,..r..i..."e�:.:u.ld..ay:wi.�..+:a...i..�. ON, 6'(W)xl0'(L)x1.5'(H) POURED CONCRETE PAD 2" MIN. DROP (4p00 PSI MIN.) w/(2) ROWS OF #3 REBAR® J` ' EED OF SAND OR PEA REPLACE EXIST. SOIL C}, x GRAVEL BENEATH (PROVIDE END GAP w/GLEAN SAND :Y { b" O.G. (BOTH DIRECTIONS);ANCHOR FUJIGLEAN CEN5 TYPE LEVELING DISTRIBUTION BOX (SP/SW SOIL TYPE) TREATMENT UNIT TO PAD PER MANU. DETAILS 245 NITROGEN REDUCTION SYSTEM DEVICES AT OUTLETS) ' ` I .y Al EX I STI NO FIRST FLOOR FROPOSED SEPT 1 G S`I'STEM DETAIL SCALE: 1/8 " " = 1'-O37�� .�Q SCALE: NTS j�� Fy� 55' REAR YARO� 55' FRONT YARD SETBACK SETBACK ct) 4� c\1 0 PROP. BALCO m U) >: (D I 1H zo- _sz't x 0 — =5 c\j I Ll FH L ffil 00 4� Lo I LIL 0 m -Z WIN 1 11 1 1 11 1 1 11111 11 111 11 11 c\1 (:5 ca PROP ENTRY STAIRS (HOOD) (D ,-PROP. ENTRY STAIRS (NOOD) PROP015ED OPEN SOUTH FOUNDATION IW PROPERTY BREAKAKAY KALLS PROPOSED FILL LINE 4-J M NORTH Z EX15T. AVERAOE GRADE + PROPERTY Z//'// LINE r7 TTI7 l��j I r7711 ��mr-I I R I-I I I-I I I-I I I ............. 7_1 T —1 1 CD NORTH F-LE\/ATION (LEFT SIDE) EARTH < SCALE: 1/&" a. fkPROP. RIDSE HEIS-4T LF:ROM BASELINE 0 'WEDEV. +55.&' a HEIOHT FROM /PROF. P PROF. A\/Ef;e-AOrz LJL m I I Ll PROF. BALCONYN 11 L I - 11L IN III I 111 11 111 It Ll u- 56" HOH RAILINO ABOVE 111t1i IL11 RETAINI AFROP05ED FINISHED SEr-OND FLOOR I NO KALL; KOOD NENEL POSTS, VELEV. +19>-&' HANDRAILINO 4 BASE RAIL. METAL HIRE BALUSTERS ALL PROF ENTRY 4 SPACED AS PER STAIRS (Ii II CODE jd%PROP05EC> FIN15HED FLOOR PROP. MECHANICAL It 'VELEV. +10.0' 1:11 PLATFORM (KOOD) ELEV. AT SHOJI(OPEN TO [T NA I t ELEV. +&.0' PROP. OUTDOOR FEMIA DE51ON FLOO ABOVE) AFEMA BASE FLOOD-ELEV. V ELEV. +(o.0' SOUTH 1I FROP. AVERA QE \-PPOF'05rzr,> RETAININO k4ALL V ELEV. +5.0 PROPERTY z w KI 56" "LINO LINE EXIST. AVERAOE (5RADE 0 ELEV. +2.&' IA_'' m'''m—'Lw�m .. I AIP'' fl I=', H Q%BASELINE ITA -77 ELEV. +0.0' NORTH PROPERT'd �PROP. ILL LINE KALL 1156" 11 EARTH EAST F-LF-\/ATION (REAR) RAILINO 50ALE: 1/95" 1'-0" NEST E:LE\/ATION (FRONT) SCALE: PROJECT: MANDARO RESIDENCE 55' FRONT YARII 55' REAR.YARD SETBACK SETBACK 2135 BAY AVENUE EAST MARION, N.Y. jut -DRAWING TITLE: tt F=- Ul &H MOP. BALCONY PROPOSED EXT.ELEVATIONS lu LW fl t]IULI IL PAGE: IIILLJI Lt t It L PROP. ENTRY PROPOSED OPEN\ ILIH I I Ju STAIRS(Ii SD-3 FOUNDATION I^V p I BREAKAKAY KALLS 11 Ill 11 h iij DATE:02/24/23 OF3 u It -PROP. OUTr _>OOR VFE SHOPEER(OPEN TO PROF. ABOVE) M p ELEV. +&.0' MECHANICAL EDOE OF KETLAND5 .I'll <�' AS DELINEATED BY 1"'X 5HAKN M. BARRON, M.S. SEPTEMBER 21, 2021 EAST 77 77 =1 I— I I— PROPERTY LINE -71 ..I i I IM I I I I '_1 I I-A I 1_1 I I—I I I�A I _�'I I I— I I-- I 74 SOUTH ELEVATION (RIOHT SIDE) I- SCALE: 1/&"