Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1000-123.-8-21
i - OFFICE LOCATION: ®' ®� . MAILING ADDRESS: Town Hall Annex �` '' P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: July 15, 2024 i Re: LWRP Coastal Consistency Review for CHRISTOPHER ROSS TRUST-2015 & MICHELLE ROSS TRUST-2015 SCTM# 1000-123-8-21 The action was approved by the Southold Zoning Board of Appeals on May 16, 2024. Cole Environmental Services on behalf of CHRISTOPHER ROSS TRUST-2015 & MICHELLE ROSS TRUST- 2015 requests a Wetland Permit for the existing dwelling and to construct a 2nd story addition; raise the first floor elevation to 13'; proposed addition to existing basement with new concrete landing for egress door with excavated fill to be used for new I/A system; remove bilco door; existing front stairs to be removed and reconstructed with an irregular shaped deck; new stepping stone path; install gutters to leaders to drywells to contain roof runoff; raise existing rear deck to match new elevation; rear deck at grade to be removed and area to be planted with native vegetation; replace outdoor shower; rear walk to be removed; abandon existing septic and install a new I/A sanitary system in front yard; new concrete retaining walls along side property lines with native vegetation planted to screen the retaining walls; remove existing vinyl sheds; replace existing waterline; replace existing A/C condenser to be on pedestals; new above ground propane tank; and a 4'wide permeable access path to beach to remain. Located: 3340 Park Avenue, Mattituck. SCTM# 1000-123-8-21 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 action is INCONSISTENT with policies 4 and 6 of the LWRP. 1. Portions of the structure are located within FEMA Flood Zone X 0.2 Percent Annual Chance Flood Hazard. Structure in these at-risk areas should be minimized. 2. What is the setback distance to the tidal wetland? 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 JUL 0 3 2024 LWRP CONSISTENCY ASSESSMENT FORM Sout o Town Planning Board A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in 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 si fi fi�cant beneficial and adverse effects,upon the coastal area{which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website(southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000 .123-8 -21 PROJECT NAME Ross Raise and Renovation The Application has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees ❑✓ 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g.capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: a Nature and extent of action: Please see attached project description. Location of action: 3340 Park Avenue, Mattituck, NY 11952 Site acreage: •224 Acres Present land use: Residential 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: Cole Environmental Services on behalf of Chris and Michelle Ross (b) Mailing address: 425 Montauk Highway,East Quogue, NY 11942 (c) Telephone number: 631-369-9445 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? NYSDEC 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. 17 Yes ❑ No ❑ Not Applicable Proposed construction is keeping within the existing footprint and is In keeping with the character of the community. The modest addition is mindful of the sensitive coastal environment while allowing the property owners to further enjoy and appreciate the bay. 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 7 Not Applicable Minimal excavation is proposed. No historic structures,materials,or features are proposed to be altered or demolished. 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 a Yes ❑ No❑ Not Applicable Proposed development Is keeping within the existing footprint and Is in keeping with the character of the community. Supplemental native vegetation is proposed seaward of the house. New native plantings are proposed along retaining walls to screen for neighbors and passersbys. 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 0 Yes ❑ No ❑ Not Applicable Existing residence is proposed to be raised with the existing rear deck to be raised to meet the new elevation. The proposed addition is within the existing footprint and does not extend seaward. Proposed basement expansion is for storage only. Additionally,supplemental vegetation will help stabilize The shore and help slow flood waters and absorb wave energy which will help to protect structures. Attach additional sheets if necessary T 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 UNot Applicable Existing sanitary system will be abandoned and the residence will connect to a new I/A sanitary system,which will protect water quality by reducing nitrogen. Drainage systems are proposed to address roof runoff. Additionally,native vegetation Is proposed across the property which will filter pollutants. 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. 7 Yes ❑No ❑ Not Applicable Native vegetation is proposed across the property which will filter pollutants and help protect and enhance the local ecosystem, Including wetland habitats. Attach additional sheets ifnecessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑No ✓❑ Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for 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 46 for evaluation criteria. ❑ Ye�J No©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❑✓ 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 0 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 0 Not Applicable PREPARED BY TITLE Agent DATE 5.17.24 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631)369-9445, Wetland Project Management Project Description Christopher and Michelle Ross 3340 Park Avenue Mattituck NY 11972 SCTM No:1000-123-8-21 Proposed 544 square foot 2"d story addition to an existing 1,547 square foot house. First floor elevation to be raised to 13'. Existing front stairs and deck to be removed and replaced with new stairs and an ±20'x 10'irregular deck. New stepping stone path proposed. Proposed 34"W x 75" L x 16"H drywells for runoff. Existing rear deck to be raised to match new proposed elevation with new steps to grade. Rear deck at grade to be removed and area to be planted with native vegetation. Outdoor shower to be replaced. Rear walk to be removed. New I/A sanitary system to be installed in the front yard. New concrete retaining walls to be installed along side property line. Walls to be no higher than 2'. Native vegetation to be planted to screen retaining walls. Existing septic to be filled and abandoned as per SCDHS regulations. Proposed addition to existing basement with new concrete landing for egress door. Basement addition to be used for storage and excavated to 3'10"below existing ground level. Approximately 3,985 cyds to be excavated. Excavated material to be used for new I/A system. Existing bilco doors to be removed. Existing waterline to be removed. Proposed waterline to be sleeved. Existing vinyl sheds to be removed. Existing AC unit to be removed. New AC condenser to be on pedestals. New above ground propane tank in existing location. 4'wide permeable access path to beach to remain. Additional native vegetation proposed as noted on plans. www.ColeEnvironmentalServices.com t� 425 Montauk Highway East Quogue, NY 11942 (631)369-9445 Environmental Consulting www.ColeEnvironmentalServices.com Wetland Project Management PHOTO SHEET Christoper Ross 3340 Park Ave Mattituck NY 11952 SCTM: 1000-123-8-21 All Photos taken on 10/4/23 at 9:43 am in all directions. f f .rY i a 425 Montauk Highway East Quogue, NY 11942 (631)369-9445 Environmental Consulting www.ColeEnvironmentalServices.com Wetland Project Management AdIk V� r fi r, I YIr4a ii tnil- i 'y ^ e 425 Montauk Highway East Quogue, NY 11942 --=- -'=' =---- - (631)369-9445 Environmental Consulting www.ColeEnvironmentalServices.com Wetland Project Management f r5i', Y' Y:MR9Mt`K + .F `1IL.7 mow.. 1 J rpf, F 425 Montauk Highway East NY L ' ce Q •g 94 • •• •4. Environmental • www.ColeEnvironmentalServices.com Wetland Project e .. 4 +�, `d'�; to ....-11 v.-;... •'T 77cf�'.s"�y'=. Ik+ T SURVEY OF: PROPERTY LOCATED AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY. NEW YORK TEST HOLE DATA S.C.T.M. # 1000-123-8-21 AREA = 9.761.1 SF. BY: ROY K. REISSIG. PE SCALE: 1"=30' MAY 19. 2023 c 11:30 AM NOTE: THE EXISTENCE OF RIGHT OF WAYS. of 0.0'-0.5' TOP SOIL PT WETLANDS AND/OR EASEMENTS OF RECORD ~ 0.5'-3.0' DARK BROWN SILT SM IF ANY. NOT SHOWN ARE NOT GUARANTEED. _ � OL 3.0'-6.0' BROWN SILTY SAND a ;0 WATER SM 6.0'-8.0' PALE BROWN SAND SW 8.0'-14.0' WET PALE SW BROWN SAND a a c r� � \ L0 ,38\ -0GE OF `1 MOVEMENT S 55042'00"E 30.00' LAND N/F \ J \ C WILLIAM CARMEAN s CHARLES W GAY NANCY R ROSS N 34018'00„E °'�IF�F� 6ti �q° PAMELA M ROSS 61 17.0 0' WATER -) CS> METER N 55°42'00"W A- -ell ofF F 3 3.3 3 �cF°F VINYL C �� WATER SHEDS s LINE �� .� I�p TEST m O HOLE OD m 20 6 t0 OE lb 12.3 0(�J ES. ELEVATIONS REFER TO 1988 NAVD ELEVATIONS SHOWN THUS 1+ 0m w S +' p ?0 a LP rCl4 FEMA: rn m r < TANK N S6, X TOWN OF SOUTHOLD 360813 AC a �a s?00,, BFE MINIMAL HAZARD UNIT 9 COMMUNITY No. 36103CO482 H Z0'a m a 0• 9 WpOD r , G SHO ER 4� DECK S 13006'00"W 49.25' CK o DG AOE LANDWARD EDGE c9 SANITARY OF UPLAND LAND N/F b p AREA OF BAYBERRY VEGETATON BRADLEY HELIES O 1. AND BEACH GRASS SEAWARD EDGE 2013 TRUST -- 0m ,�!� OF BAYBERRY LAND N/F DAVID A ROSS & m ELIZABETH H ROSS SEAWARD EDGE IRREVOCABLE TRUST OF BAYBERRY NOTE: 9� SEAWARD EDGE FLAGGING BY BULKHEAD OF BEECH GRASS COLE ENVIRONMENTAL SERVICES ON 2-24-2024 SEAWARD EDGE (5) ° OF BEACH GRASS J SEAWARD EDGE (pI OF SPARTINA PATENS O 'MHW IS EQUAL TO THE LANDWARD EDGE OF TIDAL WETLANDS. AS CONFIRMED BY COLE ENVIRONMENTAL SERVICES ON 10/04/23.' pGp SURVEYED BY: s� PAUL BARYLSKI LAND SURVEYING o OAKDALE NY 11769 2' -It! PHONE 631-294-6985 H.W.M. � FAX 631-627-3166 5-31-2023 PAULBARYLSKIaYAHOO.COM N 8313320E"W 51.72' MAY 31. 2023 9-16-2023: LOCATE UTILITIES 11-20-2023: ADDED NOTE G R EA T P E C O N I C 2-27-2024: LOCATED FLAGS ��ov tier UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION BAY C. OF SECTION F209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO _ �O THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION aS07s7 LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL �L4 N10) INSTITUTIONS OR SUBSEQUENT OWNERS. 5525-1 ARCHITECTS: ROSS RENOVATION SAMUELS+ GENERAL NOTES 12. ALL WORK OF THE VARIOUS TRADES INVOLVED WITH THE STEELMAN CONSTRUCTION OF THIS PROJECT, IS TO BE PERFORMED KEY PLAN. 1. ALL WORKS SHALL BE PERFORMED IN ACCORDANCE BY CAPABLE AND REPUTABLE CONTRACTORS, LICENSED IN 25235 MAIN ROAD WITH ALL STATE, MUNICIPAL, LOCAL ZONING AND BUILDING THE STATE OF NEW YORK AND AS REQUIRED BY THE LOCAL CUTCHOGUE NY 11935 CODES AND ORDINANCES HAVING JURISDICTION AND BEST GOVERNING AGENCY. 631.734.6405 STANDARDS OF CONSTRUCTION PRACTICE. 13. ALL WORK OF THE VARIOUS TRADES IS TO BE CONSULTANTS: 2. THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS PERFORMED IN ACCORDANCE WITH STATE AND LOCAL SHALL APPLY TO OIL WORK PERFORMED ON THIS PROJECT. CODES, AND ALL OTHER APPLICABLE AGENCIES AND THE CONTRACTOR SHALL VERIFY OIL CONDITIONS CT THE STANDARDS GOVERNING THAT PARTICULAR TRADE, AND AS SITE. ANY DISCREPANCIES MUST BE BROUGHT TO THE HEREINAFTER STATED OR IMPLIED. ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT 14. ANY WORK HEREINAFTER STATED OR IMPLIED WHICH IS OF CONSTRUCTTON, THE CONTROCTOR SHALL BE CONTRARY TO THAT REQUIRED BY THE APPLICABLE RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE GOVERNING AGENCIES AND CODES IS TO BE BROUGHT TO HAS STARTED WORK EXCEPT FOR HIDDEN JOS CONDITIONS, THE ATTENTION OF THE OWNER, AND CORRECTED IN 3. WIIL BE OF GOOD QUALLTY, FREE FROM FAULTS END ORDER TO CONFORM TO THOSE GOVERNING DEFECTS FOR 0 PERIOD OF ONE YEAR FORM THE DOTE OF REQUIREMENTS. THE FINAL CERTIFICATE OF OCCUPOM;Y. 15. ANY DISCREPANCIES FROM THIS PLAN AND THE ACTUAL OWNER: 4. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE CONDITIONS ARE TO BE REPORTED IMMEDIATELY TO THE CONSTRUCTION MEANS METHOD, TECHNIQUES, ARCHITECT OR HIS REPRESENTATIVE. CHRIS AND MICHELLE ROSS SEQUENCES OR PROCEDURES, OR FOR THE SAFETY 16. ALL CONSTRUCTION MATERIALS ARE TO BE NEW AND OF 3340 PARKAVE PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE A LEVEL OF QUALITY WHICH WILL INSURE THE QUALITY OF MATTITUCK, NY 11952 qC 5WO HALL NOT WORK DESIRED BY THE OWNER. BE RESPONSIBLE FOR THE CONTRACTORS o 17. RELOCATED PARTITIONS ARE TO BE DISASSEMBLED AND FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH RECONSTRUCTED TO INSURE DURABLE STRONG REVISIONS: THE CONSTRUCTION DOCUMENTS. THE ARCHITECT SHALL CONSTRUCTION. DO NOT RELOCATE PARTITIONS AS A NOT BE RESPONSIBLE FOR THE ACTS OR OMISSION BY PERMIT SET 10.1.23 o COMPLETE WALL. c THE CONTRACTOR NO CHANGES SHALL BE MADE IN THE 18 REVISION PERMIT SET 11.21.23 � SILL PLATES OF NEW AND RELOCATED PARTITIONS �a 3340 PARK AVE DOCUMENTS AND/OR THE BUILDING AS DESIGNED WITHOUT .ARE TO BE SECURED DIRECTLY TO THE EXISTING FLOORING. REVISION PERMIT SET 3.5.24 THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. REMOVE ANY FINISH MATERIALS, SUCH AS CARPETING, TRUSTEE SET 5.8.24 THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL PRIOR TO ANCHORING PLATE. MAINTAIN CONTINUOUS INSURANCE ,COVERAGE 19. PRIOR TO COMPLETION OF THE WORK, REMOVE FROM STATUTORY POLICLES (WORKER COMPENSATION, ETC.) AND THE JOB SITE ALL TOOLS, SURPLUS MATERIALS, EQUIPMENT, GENERAL LIABILITY IN AN AMOUNT NOT LESS THAN $ 5 SCRAP, DEBRIS, AND WASTE, EXCEPT AS OTHERWISE MLLLLON AND AUTOMOBILE LLOBLLLTY AND DAMAGE NOTED BY THE OWNER. COVERAGE NOT LESS THON $ 2 MILLION. THE ARCHITECT ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT THE AVE SHALL BENAMED INSURED ON ANY AND ALL POLICIES. TIME OF THIS APPLICATION ARE NOT THE 6. ALL CONSTRUCTION SHALL MEET NYS ENERGY RESPONSIBILITY OF THE ARCHITECT. CONVERSATION CONSTRUCTION CODE. ALL GLAZED AREA 20. ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT TO BE DOUBLE GLAZED AND ALL EXTERLOR DOOR TO HAVE THE TIME OF CONSTRUCTION ARE NOT THE RESPONSIBILITY LNSULOTED CORES. THE INSULATION PROTECTION AS OF THE ARCHITECT. PECON�CBAY INDICATED ON THESE PLANS EXCEEDSTHE CODE'S MINIMUM 21. CONTRACTOR WILL FULLY COMPLY TO THE PROVISIONS z STANDARDS. OF THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT O 7. THESE DRAWINGS AND SPECIFICATION ARE OF 1920 AND TO ANY RULES AND REGULATIONS PURSUANT INSTRUMENTS OF SERVICE AND SHALL REMAIN THE TO THE ACT. SITE INFO SITE INFO PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR 22. ALL MATERIALS AS WELL AS METHODS AND PROCESSES SCOPE OF WORK. LOCATION: 3340 PARK AVE WHICH THEY MADE LS EXECUTED OR NOT. THEY MAY NOT USED IN THE PERFORMANCE OF THE WORK SHALL SITE AREA: .2241 ACRE (9,761SF) FLOOD ZONES: BE USED ON ONY OTHER PROJECT EXCEPT BY WRITTEN CONFORM TO THE STANDARDS OF THE BUILDING. > INTERIOR AND EXTERIOR RENOVATION AND ADDITION TO AN TYPE: RESIDENTIAL OUTHORLZATLON OF THE ARCHITECT. 23. CERTIFICATES OF INSURANCE AS REQUIRED UNDER THE O PROPERTY IN FLOOD ZONE X 8. A SINGLE STATION SMOKE DETECTOR ALARM DEVICE DOCUMENT TITLED "INSURANCE REQUIREMENTS FOR EXISTING ONE-FAMILY DWELLING. S.C. Tax Map #: 1000-95-03-09.1 ZONE AE: BASE FLOOD ELEVATIONS DETERMINED SHALL BE INSTALLED TRADES CONDUCTING OPERATIONS IN BUILDINGS FOR z OWNER: ZONE X: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% IN EACH BEDROOM, ON ALL FLOORS AND SHALL BE WHICH CUSHMAN & WAKEFIELD INC. ACTS AS AGENT" CHRIS AND MICHELLE ROSS ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 INTERCONNECTED PER CODE. INCLUDED IN THE CONTRACT DOCUMENTS, MUST BE w 10 } WINCHESTHESTER, MA 01890 AREAS PROTECTED BY LEVEES FROM 1 /o ANNUAL CHANCE OF FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQURE MILE; AND 9. ALL BATHROOM WITHOUT OPERABLE WINDOWS TO BE FURNISHED TO THE ARCHITECT PRIOR TO PROCEEDING EY RIDGE o MECHANICALLY VENTILATED OS PER NEW YORK STATE WITH ANY WORK AND REQUIRED INSURANCE IS TO BE Z FLOOD. CODE. MAINTAINED AT ALL TIMES DURING CONSTRUCTION. v! w D RAW I N G LIST. SURVEYOR: ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL 10. NO WORK IS TO BE STARTED UNTIL A BUILDING PERMIT U�^^ PAUL BARYLSKI LAND SURVERYING CHANCE OR FLOOD PLAIN. ELEVATIONS ARE REFERENCED TO HAS BEEN SECURED AS REQUIRED BY THE APPLICABLE v! T-1 TITLE SHEET, SITE PLAN OAKDALE NY 11769 NAVD 1988 DATUM. GOVERNING AGENCY OR AGENCIES. O U 11. ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED n/ ~ ST-1 SITE PLAN BEFORE START OF ANY WORK AND DISCREPANCIES OR 1fy A-1 BASEMENT / 1ST PLANS SETBACKS: NON-CONFORMING SEPTIC INFORMATION: U VARIATIONS TO APPROVED PLAN ARE TO BE BROUGHT TO A-2 2ND FLR / ROOF FRONT: 40 FT PROPOSED NEW Al SEPTIC SYSTEM. APPLICATION TO SUFFOLK THE ATTENTION OF THE OWNER BEFORE PROCEEDING. A-3 ELEVATIONS A-4 ELEVATIONS MINIMUM SIDE: 15 FT (EXISTING IS NON CONFORMING) COUNTY HEALTH DEPARTMENT PENDING. TOTAL SIDE YARD: 35 FT (EXISTING IS NON CONFORMING) • TRUSTEES: REAR: 50 FT PROPOSED WORK WILL BE APPROVED PRIOR TO BUILDING PROJECTADDRESS: ARK E AV DEPARTMENT APPROVAL. APPLICATION PENDING MATTI 334�0 PARKA TUCK 11952 LOT COVERAGE CALCULATION: SITE AREA: .2241 ACRE (9,761 SF) CODE INFO BUILDABLE SITE AREA (BASED ON LINE ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH OF DEFINITION OF WETLANDS CHAPTER 275): (4,698 SF) THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS AND TOTAL LOT COVERAGE % ALLOWED: 20% (NON-CONFORMING) CONSTRUCTION CRITERIA OF THE OWNER AND SHALL SATISFY EXISTING LOT COVERAGE SF ALLOWED: 939.6 SF �KEFtF_ ARC,y/ ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS OF TOTAL EXISTING LOT COVERAGE: 2231 SF (1,291.4 SF OVER, 47.4%) PYRAMID LAW. ��'���`��J�Ns�a�0 ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO �'r' GIA THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL HOUSE: 1547 SF PROPOSED WITHIN PYRAMID ALLOWANCES. SEE DIAGRAM BE PERFORMED BY THE TENANTS CONTRACTOR; ALL PERMITS DECKS: 510 + 63 =573 SF BELOW. SEE ELEVATION FOR EXACT DIMENklQNS. \� £ SHALL BE SECURED AND PAID FOR BY THE TENANTS ACCESSORY: 48 + 48 = 96 SF CONTRACTOR(S). APPLICABLE CODES INCLUDE BUT ARE NOT S'T 04436 LIMITED TO THE FOLLOWING: BASEMENT ACCESS: 15 SF / \ I / \ I �rEoFNEW�°� C C BUILDING AND STRUCTURAL 2020 CODE TOTAL PROPOSED LOT COVERAGE: 2,300 SF / mo m° mo SMOKE AND CARBON MONO. 2020 CODE (1,335 SF OVER ALLOWABLE, DECREASE OF 17 SF) �I SAFETY NOTICES 2020 CODE �/ p�5% --� �`� DRAWNBY.- KS 44 MECHANICAL 2020 MECHANICAL CODE HOUSE: 1547 SF L Oo I I PLUMBING 2020 PLUMBING CODE DECK: 526 +110 = 636 SF 7'-0" SSA I S o s�A 7'_2" DATE: 3.5.24 ACCESSORY: REMOVED \ F 1= 0 / SCALE. 114"= 1'-0° ENERGY CODE 2018 NYS ENERGY o CONSERVATION BASEMENT ACCESS: 31 SF � \ I I DRAWING SHEET NAME: co COMPLIANCE: 47.1% PROPOSED > 20% ALLOWABLE o f t o o f o TITLE PAGE FLOOR AREA RATIO: o HOUSE ALLOWED PER CODE: 2,100 SF EXISTING HOUSE TOTAL: 1,547 SF DRAWING SHEET NO: ALLOWED ADDITION SF: 566 SF • PROPOSED ADDITION SF: 544 SF SOUTH ELEVATION NORTH ELEVATION T- 1 0 TOTAL PROPOSAL SF: 2,091 SF NTS NTS ARCHITECTS: GENERAL NOTES(CONT. ) TEST HOLE L NQ SECURITY SAMUELS+S ENT OF HOME A 5 tJ U. . DEPARTMENT 26. CONTRACTORS SHALL MAKE AVAILABLE FIRE OMB No. 1660-0008 OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date:November 30,2022 ELEVATION CERTIFICATE Expiration Date:November 30,2022 Ilk I EXTINGUISHERS BASED ON THE FOLLOWING: ALTERATIONS National Flood Insurance Program UP TO 3,000 SQ.FT. - ONE (1) FIRE EXTINGUISHER. IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR iNSURANCE COMPANY USE STEELMAN ALTERATIONS OVER 3,000 SQ.FT. - ONE (1) FIRE ELEVATION CERTIFICATE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No, Policy Number: Important:Follow the instructions on pages 1-9. 3340 BUNGALOW LANE EXTINGUISHER FOR EVERY ADDITIONAL 3,000 SQ.FT. city State ZIP Code Company NAIC Number 25235 MAIN ROAD THEREOVER. SAID FIRE EXTINGUISHER SHALL BE 25LB. TYPE Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. MATTiTUGK New York 11952 SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE CUTCHOGUE NY 11935 APPROVED FOR TYPE A,B,C FIRES AND SHALL BE KEPT AND TEST HOLE DATA Al. Building Owner's Name Policy Number: SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) 631.734.6405 MAINTAINED ON THE PREMISES Cl. Building elevations are based on: ❑ Construction Drawings* ❑Building Under Construction* ❑ Finished Construction CONSULTANTS: 27. PLANS AND APPLICATIONS ARE FILED TO LEGALIZE (NOT TO SCALE) A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O.Route and Company NAIL Number: *A new Elevation Certificate will be required when construction of the building is complete, THE WORK INDICATED ONLY, AND NO OTHER WORK ON THE B Y: R 0 Y K. R E I S S I G, PE Box No. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,ARIA,AR/AE,AR/A1-A30,ARIAH,ARIAO, 3340 BUNGALOW LANE Cornp lete Items C2.a-h below according to the building diagram specified in item A7. in Puerto Rico only,enter meters. PREMISES EXISTING AT THE TIME OF THIS APPLICATION IS MAY 19, 2 Z 2 3 a 11:3� A M city state ZIP code Benchmark Utilized: .. Vertical Datum: TO BE CONSIDERED PART OF THIS APPLICATION OR THE _ . . . . _ - - . .- . _ - . . . MATTITucK New York 11952 RESPONSIBILITY OF THE ARCHITECT. o.�'-0.5' T 0 P S 0 I L Indicate elevation datum used for the elevations in items a)through h)below.. P T A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) ❑ NGVD 1929 ❑ NAVD 1988 []Other/Source: 28. PLANS HAVE BEEN PREPARED TO INDICATE THE 1000-123-8-21 Datum used forbuilding elevations must be the same as that used for the BFE. EXISTING CONDITIONS TO BE LEGALIZED FOR ROOM Q 0.5'-3.0' DARK BROWN SILT S M check the measurement used. LAYOUT AND PLUMBING ONLY. _ 3;: A4. Building Use(e.g.,Residential, Non-Residential,Addition,Accessory,etc.) RESIDENCE a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 11.0 ❑ feet ❑ meters F- O A5. Latitude/Longitude: Lat.40°59'06" Long.72°30'28" Horizontal Datum: ❑ NAD 1927 x NAD 1983 29. DUST PARTITIONS ARE TO BE ERECTED TO a- I- 3.0'-6.0' BROWN SILTY SAND ❑ b) Top of the next higher floor 7.5 ❑ feet ❑ meters PREVENT THE SPREAD OF DIRT AND DEBRIS TO OCCUPIED W - WATER A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. feet meters S M c) Bottom of the lowest horizontal structural member(V Zones only) ❑ ❑ AND USABLE AREAS. HEAVY PLASTIC SECURELY FASTENED - - - - --- -- - A7. Building Diagram Number 9 d) Attached garage(top of stab) ❑ feet ❑ meters IS ACCEPTABLE. 6.0'-B.0' PALE BROWN SAND SW A8. For a building with a crawlspace or enclosure(s): e} Lowest elevation of machinery or equipment servicing the building $.0 [] feet ❑ meters OWNER': 30. CERTIFICATES OF INSURANCE ARE TO BE a) square footage of crawlspace or enclosure (Describe type of equipment and location in Comments)s) 1546.00 sq ft f) Lowest adjacent(finished)grade next to building(LAG) 8.0 ❑ feet ❑ meters CHRIS AND MICHELLE ROSS PRESENTED TO THE OWNER PRIOR TO START OF ANY WET PALE b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 3340 PARK AVE WORK, AND ALL REQUIRED INSURANCE IS TO BE 8.8'-14.�' BROWN SAND S W g) Highest adjacent{finished}grade next to building(HAG) 9.0 feet meters _ _ _ _ _ _ _ _ _ _ _ c) Total net area of flood openings in A8.b sq in h) Lowest adjacent grade at lowest elevation of deck or stairs,including MATTJTUCK NY 11952 MAINTAINED AT ALL TIMES DURING CONSTRUCTION. d) Engineered flood openings? ❑Yes Z No structural support 8.0 ❑ feet ❑ meters 31. FOUNDATIONS AND SUBSOIL CONDITIONS HAVE SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION BEEN DESIGNED BASED ON INFORMATION CONTAINED A9.For a building with an attached garage: This certification is to be signed and seated by a land surveyor,engineer,or architect authorized by law to certify elevation information. REVISIONS: WITHIN BORINGS AND/TEST PITS AS FURNISHED BY OWNER. a) Square footage of attached garage sgft IcertifythattheinformationonthisCerdticaterepresentsmybeste#forfstoInterpretthedataavailable.Iunderstandthatanyfalse EXACT FOUNDATION REQUIREMENTS ARE SUBJECT TO statement maybepunishoblebyfineorimprisonmentunder18U.S.Code,Section 1001, PERMIT SET 10.1.23 b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade Were latitude and longitude in Section A provided by a licensed land surveyor? ❑Yes 0 No ❑Check here if attachments. CHANGE BASED ON CONTROLLED INSPECTION OF SUBSOIL c) Total net area of flood openings in A9.b s in REVISION PERMIT SET 11.21.23 CONDITIONS, AND MAY VARY FROM THOSE INDICATED ON q Certifier's Name License Number OF ��. d) Engineered flood openings? ❑Yes ❑ No PAUL BARYLSKI 050782 �� BA tv REVISION PERMIT SET 3.5.24 THE CONSTRUCTION DOCUMENTS. Title �' `� ,Ryt O' TRUSTEE SET 5.8.24 32. PRIOR TO COMMENCEMENT OF ANY WORK, CONTRACTOR/OWNER SHALL VERIFY THE INTEGRITY OF ALL SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION Bl,NFIP Community Name&Community Number B2.Coanty Name B3, State Company Name PAUL BARYLSKI LAND SURVEYING r EXISTING STRUCTURAL ELEMENTS TO REMAIN, AND TO A **� TOWN OF SOUTHOLD 360813 SUFFOLK New York VERIFY ADEQUATE SOIL BEARING CAPACITY FOR PROPOSED Address CONSTRUCTION, THROUGH INDEPENDENT ANALYSIS. B4. Map/Panel B5.Suffix B6. FIRM Index B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s) 5 MANTA COURT �O Number Date Effective/ Zone(s) (Zone AO,use Base Flood Depth) City State ZIP Code C 33. GENERAL CONTRACTOR SHALL PROVIDE Revised Date COMPLETE ENGINEERED SHOP DRAWINGS SHOWING ALL 36103CO482 H 04-02-1997 09-11-2009 "x" AREA OF MINIMAL HAZARD OAKDALE New York 11769 ANp Signature Date Telephone Ext. APPLICABLE DETAILS FOR METAL STUD AND METAL JOIST � CONNECTIONS. B10. indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: 05-31-2023 (631)294-6985 5525 C 3 ALL DIMENSIONS ARE APPROXIMATE AND ARE TO ❑FIS Profile ❑x FIRM El community Determined ❑ Ot6i/source: Copy all pages of this Elevtio an Certificate and all attachments for(1)community official, (2):nsurance agent/company,and(3)building owner. Comments(including type of equipment and location,per C2(e),if applicable) BE FIELD VERIFIED PRIOR TO START OF WORK. B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: FRAME RES. 35. DO NOT SCALE DIMENSIONS FROM DRAWINGS. MACHINERY=AC UNIT @GRADE WRITTEN DIMENSIONS ARE TO BE FOLLOWED FOR B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes Fx� No CONSTRUCTION PURPOSES. Designation Date: ❑ CBRS ❑ OPA O 36. DAMP PROOF ALL NEW FOUNDATIONS AND '- EXPOSED EXISTING FOUNDATIONS WITH 2 COATS OF FEMA Form 086-0-33(12119) CELOTEX FLAT-TOPP EMULSION IN ACCORDANCE WITH Replaces all previous editions. Form Page 1 of 6 FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 2 of 6 MANUFACTURERS SPECIFICATIONS. APPLY PROTECTION \ COURSE OF 1/8" ELASTIBORD. O Z W NN ry >_ Z (n Lu o O F_ U PROJECT ADDRESS: 3340 PARK AVE MATTITUCK NY 11952 �EFtED AIZC, JEAN,& FC 04436 OQ'� EOF NEWS DRAWN BY: KS DATE: 3.5.24 SCALE: 114"= 1'--0" DRAWING SHEET NAME: NOTES DRAWING SHEET NO: w . 0 - 3 Need SC3ffsfj . POW fVeNJsof!Crf;AV@ MattiluehAirpoft-71N �e?ed:�e DrC>,e wt Lor'aineFlorsz-Zito Mattituck Piano Stud €n EXISTING POURED CONCRETE RETAINING WALL "4 FOR EXISTING PARKING AREA TO BE RE-CONSTRUCTED TO THE NORTH u' " 'Nt�rratnaka ITi Yatiy yva :,s',° 46 P�, ,��'.,Av1'.tf$j-,'s - PROPOSED IA-OWTS SUITABLE FOR 4-BEDROOMS TOP SOIL ' C FUJI CLEAN CEN5 TREATMENT TANK (500 GPD) PT 0.5' Fish W/ PLASTIC DISTRIBUTION BOX DARK BROWN [' . ' (POLYLOK 3017-206-6 OR EQUIVALENT) SILT SM « .... � 2" VENT FROM TANK VENTED THROUGH THE HOUSE 3.0' AND ELECTRICAL CONTROL CENTER W/ GFI OUTLET SILTY s ND Z & MAC80RII AERATOR WITHIN VIEW O 4-3' DEEP LEACHING GALLEYS (SUITABLE FOR SM s.o� ALL SITE DATA SUPPLIED BY PAUL BARYLSKI SURVEYING, U) OAKDALE NY 05.31.23 REVISED X > �1U � 4-BEDROOMS) SCTM#1000-123-8-21 /9 761.1 � HIGHEST EXPECTED PALE BROWN , SF /.22 ACRES \ LO w/ NO ROOM FOR EXPANSION ELEVATIONS NF�VD 1988 DATUM w G.W.EL.t2.0 SAND PROPOSED SITE PLAN SUPPLIED BY F- G.W. EL.t1.0 SW 8.0� SAMUELS & STEELMAN ARCHITECTURE p 6� O WET �� EDGE OF S 5042'00"E PALE BROWN EXISTING WATERLINE ��� J PAVEMENT SAND TO BE REMOVED �� 30.00' LAND N/F GR D C WILLIAM CARMEAN cn CHARLES W GAY w N 34018'00"E NANCY R ROSS SW 14.0' WATER rO� s PAMELA M ROSS TEST HOLE Q 17.00 \a 6' (PUBLIC WATER) O \ METER � NO SCALE f' 0'^ TEST HOLE PERFORMED BY ROY K. REISSIG 05.19.23 AT 11:30 AM O O W N 55042'00"W :::::: :: 33.33' ICU t, .� z PROPOSED WATERLINE VINYL , o EXISTING 3-BEDROOM RESIDENCE W O cn „ sHE SET ON A FULL FOUNDATION ,�x TO BE SLEEVED WITH 1.5 PEX PIPING Tsr ' ca b == EXISTING HOUSE TO BE RAISED IN PLACE W c: m WooD w NEW FFE: 13.0/ FIRST FLOOR FOOTPRINT: 1546.4 FT2 4-a c DECK 3 EXISTING BEDROOMS TO REMAIN 4-BEDROOM TOTAL O EXISTING VINYL SHED o 1 ( ) *ENGINEERS CERTIFICATION IS REQUIRED FOR ALL IAOWTS INSTALLATIONS. THE o 0- TO BE REMOVED �' 1 �x�s�r��� TO BE RENOVATED w/A SECOND STORY ADDITION DESIGN ENGINEER MUST BE CONTACTED WHEN THE BOARD OF HEALTH/ WASTE U 00 1 STORY 00 (a SINGLE v J QAMILYRES WATER MANAGEMENT INSPECTOR IS CONTACTED FOR INSPECTION. ALL SEPTIC _ EXISTING WOOD DECK IFF F-L 11.0 AND LEACHING FIELD COMPONENTS MUST BE VISIBLE... E W U TO BE RAISED TO MATCH THE HOUSE ELEVATION 1 € .;: �`Ost�, PROPOSED RETAINING WALLS TO 1 I 6'�• O , REPLACE EXISTING CELLAR EXIT PROPOSED OUTDOOR SHOWER TO REPLACE EXISTING Q ''�" '� o s *NOTE: A MAINTENANCE CONTRACT & CONTINUOUS MAINTENANCE IS REQUIREID CC EXISTING WOOD DECK ss� y< o \ FOR THE PROPER FUNCTIONING OF ALL I/A TREATMENT TANKS G 1 �` ti o. TO BE RAISED TO ELEVATION 13.0 WITH HOUSE EXISTING DECK AT GRADE _W- 2 APPLICABLE I/A-OWTS SYSTEM GENERAL SPECIFICATIONS: �0 TO BE REMOVED t p cK@ } b0 BOO �o o RAGE `; ` 'J 1. THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 ARTICLE VII (SEPTIC o �� co o INDUSTRY BUSINESSES) AND ENDORSEMENT J (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER) THROUG ° LAND N/F V- 0 THE SUFFOLK COUNTY DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY CODE BRADLEY RELIES v co cv EXISTING SEPTIC SYSTEM TO BE ABANDONED ¶ 563-79(II)(J). THE DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS MAINTAINS A LIST OF LICENSED UA OWTS o 2013 TRUST oo ,��, j AS PER SCDHS REGULATIONS MAINTENANCE PROVIDERS. (PUBLIC WATER) i co 2. ALL I/A OWTS MUST BE REGISTERED WITH THE DEPARTMENT IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY CODE PRIOR TO THE DEPARTMENT GRANTING CERTIFICATION OF COMPLETED CONSTRUCTION ON "AS BUILT" PLANS. 0 3. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER BU KHEAD 1 MUST BE SUBMITTED TO THE DEPARTMENT PRIOR TO THE APPROVAL OF THE I/A OWTS REGISTRATION BY THE DEPARTMENT I LAND N/F IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. o`' 1 DAVID A ROSS & 1 o ELIZABETH H ROSS 4. ALL I CONTRACT I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY AND OPERATION/MAINTENANCE SERVICE w } PROPOSED ROOF RUNOFF DRAINAGE ► N NJ IRREVOCABLE TRUST Z o _ INFILTRATOR HC (HIGH CAPACITY) CHAMBER 1 1 w o (PUBLIC WATER) 05. INSTALLATION AND USE OF THE I/A OWTS MUST CONFORM TO THE DEPARTMENT'S APPROVED I/A OWTS GUIDANCE �^ 8 UNITS)ITS 34"W x 75"L x 16"H 1 z O v) ( ) � DOCUMENT PREPARED IN ACCORDANCE WITH THE STANDARDS FOR APPROVAL AND MANAGEMENT OF INNOVATIVE AND = w/ 12" OF COMPACTED COVER ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEMS."THESE STANDARDS COVER VENTING AS FOLLOWS: W Lu Lu ~ W PARTIALLY UNDER PROPOSED DECK 1 WHEN AN I/A OWTS REQUIRES A VENT, THE UNIT SHALL BE VENTED TO THE ROOF OF THE RESIDENCE BEING SERVED. VENT 0 w O PIPES SHALL EXTEND A MINIMUM OF 6 ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM ��-/� Q LL HORIZONTAL SEPARATION OF 12" TO THE SLOPED PORTION OF THE ROOF. IN CASES WHERE IT IS NOT PRACTICAL TO VENT v! Y i� THE SYSTEM TO THE RESIDENCE ROOF, A VENT PIPE MAY BE PIPED TO THE EXTERIOR SIDE OF THE RESIDENCE AND p W Cn TERMINATES A MINIMUM OF 18" ABOVE GRADE. THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF 3' FROM ANY WINDOW Za z OR DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE. ALL VENT PIPES MUST HAVE MINIMUM DIAMETER OF 2". oar O0 ti co Y H.W.M. �l.�O 6. GARBAGE GRINDERS SHALL NOT BE PERMITTED WHEN AN I/A OWTS IS UTILIZED AS A MEANS OF SEWAGE DISPOSAL. IN co U 5-31-2023 ADDITION, WATER SOFTENERS SHALL NOT DISCHARGE INTO AN UA OWTS. (n H O N 83033106"W 7. A CONTROL PANEL BOX MUST BE PLACED OUTSIDE NEAR AND WITHIN VIEW OF EACH STRUCTURE THAT IT SERVES. THIS O N 51.72' MUST PROVIDE A WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND VISIBLE ALARMS THAT CAN BE READILY SEEN ANDO� < HEARD BY THE OCCUPANTS OF THE BUILDING SERVED. THE DEPARTMENT RECOMMENDS A TELEMETRY DEVICE BE INSTALLED SANITARY SITE PLAN GREAT TO TRANSMIT IMMEDIATE REMOTE ALARM NOTIFICATION TO THE O&M PROVIDER NAMED IN THE O&M AGREEMENT. A GFI P E C O N I C OUTLET MUST ALSO BE PROVIDED NEAR THE CONTROL PANEL TO PROVIDE POWER FOR MAINTENANCE AND TESTING SCALE = 1:20 BAY EQUIPMENT. USE A DEDICATED 120 VOLT AC, 20 AMP, SINGLE-PHASE CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL FOR SERVICE TO THE FUJICLEAN CONTROL CENTER. 8. THE MAC BLOWER REQUIRED FOR THIS INSTALLATION MUST BE INSTALLED ON A CONCRETE BASE. ENSURE ADEQUATE 20' 0' 20' 40' VENTILATION, AND PROTECT AGAINST SUNLIGHT. UNIT MUST BE HARD-WIRED TO A DEDICATED 15 AMP BREAKER IN THE CONTROL PANEL ALL UNDERGROUND WIRING TO BE INSIDE CONDUIT. DRAWN BY: KM 9. INSTALL I/A OWTS TANKS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. ALL APPLICABLE RECOMMENDATIONS DATE: 11.09.23 PROVIDED BY THE MANUFACTURER SHALL BE IMPLEMENTED. THERMOPLASTIC RISER COVERS WEIGHING LESS THAN 60 LBS. SHALL HAVE A SECONDARY COVER OR SUPPORT DEVICE INSTALLED BENEATH THEM SCALE: AS NOTED 10. THIS I/A OWTS, HAVING BEEN APPROVED BY SUFFOLK COUNTY FOR PROVISIONAL USE, IS REQUIRED TO BE SAMPLED SHEET WITH THE FREQUENCY REQUIRED BY ARTICLE 19 FOR PROVISIONAL 1 OR 2 USE. DURING THIS PERIOD THE MEAN ROLLING AVERAGE OF TOTAL NITROGEN IN THE EFFLUENT MUST BE =OR< 19 MG/L. 0 E3 11. DETAILED INSTALLATION, OPERATION, AND MAINTENANCE REQUIREMENTS ARE TO BE FOUND IN ARTICLE 19 STANDARDS • FOR I/A OWTS SYSTEMS (12.29.17) SECTION 19-107. DETAILED REGISTRATION REQUIREMENTS MAY BE FOUND IN THE SAME DOCUMENT, SECTION 19-106. OF 2 SHEETS ENTtE:vv Suffolk,X110 a 4Y 30 - 00' o z n - • s. � mittituck Airport-21 N Q, ; x,,,,r„ LOYFa';1P.FSorsz ZI O r, CUT POST AT AN ANGLE avit'E,¢ucv •.,,�� Piano Studio �• TO ALLOW WATER TO RUN OFF T=..;, • :,,r.f.:,,>w FROM TREATMENT UNIT FUJI CLEAN NEMA 4X O /Q RATED CONTROL PANEL �/I ��V� prw �Y�YYgY � � f,,• •►// SV:Y rid °� �AttEf17'r7�t3fJ�{"x�-- ,(� / (� ,o ENDCAP TYPE r° • LEVELING DEVICES �� ELEC AND CONTROL 5A �t: p"` ' 4' oy�lo 0 TO BLOWER � �_-� ,s WATER \` �' �: A i TiTt1G.',f: . p, PLAN VIEW Nam " METER' 2' y 1 CONTROL WIRING TO OWTS > >.r, / p O GRADE 10. ° Ash ,he Fork EXISTING WOOD RETAINING WALL y / / PRESSURE TREATED `" V\V/ TO BE REMOVED ��\/��\\ 4X4 POSTS (`f� .••"•° 2 I V FROM TREATMENT IT /\/ 4'MAX,•) .'• ... �\ 5 PROPOSED SANITARY T/\HFIELD ( WEATHER RESISTANT Z -7 RETAINING WALL \\i� ENCLOSURE SUPPLIED _4 SET FOOTING AT ELEVATION �� BY MANUFACTURER ALL SITE DATA SUPPLIED BY PAUL BARYLSKI SURVEYING, U) • � INLET I.E.7. 2,_�„ - NLET I.E.7.7 OAKDALE NY 05.31.23 REVISED X w EXISTING PARKING �„ �, w 3.0 BELOW LEACHFIELD SCTM#1000-123-8-21 / 9,761.1 SF 1.22 ACRES COURT RETAINING 1 1 �' � SECTION SET ON A 12"BED TO OWTS ! 5', 5'-$„ C O OF SAND OR PEA GRAVEL ELEVATIONS NAVD 1988 DATUM W WALL TO BE REBUILT i 1 = PROPOSED SITE PLAN SUPPLIED BY F— TO THE NORTH VINYL 6i-4,1 2 t7 ELEC SUPPLY SAMUELS & STEELMAN ARCHITECTURE SHEDS - PLASTIC DISTRIBUTION BOX FROM DWELLING MAC 80R AIR BLOWER 3+_�I„ E 4'-1" SCHEMATIC TBR G .; A\F POLYLOK 3017-206-6 OR EQUAL + ++ =M+ w/HEAVY DUTY LOCKING COVER TO GRADE 5- - A CONTROL PANEL w � 10 5'-10" t CLEAN OUT AT NN �• ( NTS Uj FACE OF BUILDING pEG Q O — � �b exIS�'ING 1 STORY ES 1LY R �� „ SCID IN � Cn � � z 2 VENT FROM AERATOR HOUSING �� 1,. .p � Q w oC VENTED THROUGH HOUSE / L �0 ,max 0 � cu A W m ELECTRONIC CONTROL CENTER /' � °u°�° I� 7� � � W/ GFI OUTLET & MAC80R BLOWER _ 1 o a. RAILING =! U) 9 a: 00�: �� BY OTHERS I I 1 vJ 0 06 CU MIN. . ACE OF BUILDING [— T IN.16"X 16"X 4"DIEEP W r , �.��r VENT STACK a•: •.. /. d FINISHED GRADE 'S 10.2 STOPERODNDPLUEMBEDMENT STOPPER OR END PLUG SLATE OR OTHER FLOOR SLAB OR STRUCTURE . SUITABLE COVER r //\/// /,,///\///. . , #4 REBAR @ 12 O.C. \\\ \/\ WATERPROOF ALL\\/ ° ACH WAY e •4 SANITARY SITE PLAN ENLARGEMENT /\\/\\/\\/\\S\FA\S BELOW GRADE/\ o� x :ae,\�/\�\\�, \\���,\\�\ `mil INTERIOR ° EXTERIOR \//\��a � r / �\i\/\/\/�/\ �BACKFILL TO BE CLEAN �/\\�3°CLR. TYP. N " ` \\A��; \� \�/\� /\�/\� SCALE= 1 .1 O SAND AND GRAVEL 30•ELBO °°�^' GRADE 9.0 \//\//\//\//\ /\// / / WASTE LINE •:� �� /\/\/\/\/\�\\ \\//\\K\\/�\\/ ° \ \ \\ \/\ \/ 10' 0' 10' 20' \\/\\/\\/\\/\\/ #4 REBAR @ 12"O.C. \\/\\/\�\\/�\/\\/\ TANK— MINIMUM ^�0 12" HOOK-30"SPLICE // //� // 2' q SEPTIC 0� O vv \\ \\ \\ \\ \\\ \ \ \\ \\ \\ \\ \\ \\ EXTENSION FROM FOUNDATION 0 \//\ \ /\ / /\\/ T' CLR ALL AROUN \\/\\/\\/ /\\/ CLEANOUT o O/ AT FACE OF BUILDING / � / / // //\ %,\\%/\\\ �j \\%\\%\\j \/\/ //\/ o / //\\/ -1/2"VENTILATION PIPE CHAMBER Volume(gal) i �� \ ROUTED BELOW GRADE // �/ / / // // TO REMOTE LOCATION CUM BAFFLE Q Sedimentation Chamber 277 FOOTING TO BE SET ON \ \ \ \ REBAR @ 12"O.C.\/\ UNDISTURBED GRANULAR SOIL \\,!\ \ \ W/CARBON FILTER B Anaerobic Filtration Chamber 278 / // // // �/ // /////�/�//\�/\//\// ,-, �3 Aerobic Contact Filtration Chamber 127 j�\\\j\\\�\\\j\\j/\�\\\j\\� \REBAR @ 12"\C.\\\\\\\\\� 2,_7�1„ a 2, „ ® Storage Chamber 63 W /' / / / / / / / ° ° ° � ECIRCULATIUN © Disinfection Chamber 4 1 SANITARY RETAINING WALL °o°o°o°o°o°o° ° AIR LIFT PUMP Total Volume 74s v 0o Oo Oa Oo Oo 0, Oo�O ,' n•rJ°����J°'7oeCaC Z O ,-DISINFECTION S-2 SCALE:Y/" = V-0° 4 -*-_ �. CYLINDER(OPTIONAL) SPECIFICATIONS = _ °o°ono°�J°U°U° Anaerobic Media PP/PE Filling Rate 320 W 4"INLET PIP A T i, " `�`` / �p�o _ 4"OUTLET PIPE Board Type Aerobic Media PVC/PP/PE Filling Rate 16% Q Z a'-o-" �y I I ,t�A Aerobic Media PP/PE Filling Rate 57% > Q �, Blower 2.8 cfm °o° \ TREATED EFFLUENT SAMPLES Tank FRP U Y Q TAKEN FROM CHAMBER 4 OR 5 ^ °7oC5°Lyy�°000 o` _ Piping PVC/PP/PE Z BUILDING MAIN INLET BAFFL °O°O*�°C�°o°p° � '- 11 Access Covers FUJI CLEAN CONTROL o 00 oa o, oa o0 0o C oo�° ;o - ' Plastic/Cast Iron Q ': a; Disinfectant n- O ELECTRICAL PANEL PANEL MODEL C © o o�o�o�o�o�o�o J b°o FFLUENT (Optional) Chlorine Tablets ° AIR LIFT PUMP O 20 AMP BREAKER g PUMP Standard Hydraulic Load 450 GPD M Y --0 (NOT USED) RECIRCULATION PIPE LOW BAFFLE I /2"AIR INTAKE Weight of Empty Tank 463 Lbs. M U ELECTRICAL SERVICE 120 VAC FLOW OPENING ♦^ 0 LINE FROM STREET (TYP.) (CLEANING OPENING)B `/, O BREAKER ------ -- TB1 15 AMP BREAKER TB --O AIR O 1— BLOWER PLAN VIEW 15AMP BREAKER 1/2"AIR INTAKE 1/2"AIR INTAKE ,,,,, HIGH WATER 18"MANHOLE(TYP) 18"MANHOLE(TYP) 4"MANHOLE(TYP) ,,-DISINFECTION 4"MANHOLE Q FUJI NEMA 4X CONTROL PANEL, ALARM FLOAT CYLINDER(OPTIONAL) VENT W/CARBON FILTER& 3-BOLTED REINFORCED POLY ACCESS COVERS TO GRADE --� INSIDE OWTS TANK LOW OPENING TEMPERATURE RATING OF FIELD MAC10ORI1 BLOWER W/IN ENCLOSURE PREVENT UNAUTHORIZED ACCESS TO ALARM CIRCUIT BREAKER INSTALLED CONDUCTORS MUST MOUNTED ON FACE OF RESIDENCE IF COVER WEIGHS LESS THAN 60 LBS. BE AT LEAST 140 DEG F(60 DEG C) FLOAT SWITCH,PRESSURE A SECONDARY SAFETY LID OR DEVICE SHALL BE INSTALLED SWITCH,TEST/NORMAL/SILIENCE �- "2,. —EDGE OF BUILDING y OARD TYPE TERMINAL STRIPS AND GROUND LUG SWITCH -� CONTACT MEDIA OLYLOK USE COPPER CONDUCTORS ONLY. I ,, FFE: 12.0 DISTRIBUTION BOX E.7.7 4-3.0'DEEP LEACHING GALLEYS EXTERNAL COMPONENTS R AND/OR PUMPS) I.E. 8.4 t5, E.8.0 *{ --- ---W TOP GALLEY PROVIDED BTREATED EFFLUENT SAMPLES (COMPRESSOY OTHERS AND MUST BE TB-CONTROL PANEL TERMINAL BLOCK I Jo0 O°O°O°O°rJ°O TAKEN FROM CHAMBER 4 OR 5000ge IN 1!4"/FT SLOPE EL. 8.5 U.L.APPROVED THERMALLY DASHED LINES REPRESENT FIELD WIRING 5_5 © , a o0 C, 00 00 0, FUJI CENS MIN 1/8"/FT SLOPE MIN 1/8"/ L I EYARRA4 I PROTECTED PUMPS O 5'-5" ECIRCULATION I.E. 8.2 TREATMENT S' 3--L °� oJoU0000°o0, TANK I.E.7. I.E. I BOTT GALLEY BRANCH CIRCUIT PROTECTION AND CONNECT GROUND LUG IN PANEL TO GROUNDING 4'-08° 4'-8" a o� �ovoo�oo oJo� 4,_28,> ASSEMBLY DRAWN BY: KM EL. 3.8 I I EL. 5.0 MAIN DISCONECT PROVIDED BY SECURE EARTH GROUND = °p rJ' 'p'p'p°� OTHERS AND MUST BE SIZED — , Oa o0 0, o� o, oo DATE: 11.09.23 GW EL.2.01 ACCORDING TO PUMP/MOTOR HIGHEST EXPECTED MANUFACTURING SPECIFICATIONS WIRING DIAGRAM NTS AEROBIC MEDIA SCALE: AS NOTED ALL PIPE TO BE MINIMUM 4"0 CLASS 2400 SEWER PIPE FILE BACKFILL WITH CLEAN S AERATION ASSEMBLY SHEET SAND AND GRAVEL VERTICAL SCALE: "=1'-0" SECTION A-A VIEW SECTION B-B VIEW FUJI CLEAN CEN-5 STRUCTURAL DRAWINGS GALE: "=1'-0" OF 2 SHEETS ARCHITECTS: SURVEYED BY / SITE PLAN BASED ON: MAY 31, 2023 PAUL BARYLSKI LAND SURVEYING ELEVATIONS REFER TO 1988 NAVD OAKDALE NY 11769 ELEVATIONS SHOWN THUS SAMUELS+ PHONE 631-294-6985 FEMA: TOWN OF SOUTHOLD 360813 FAX 631-627-3186 BFE MINIMAL HAZARD STEELMAN PAULBARYLSKi@YAHOO.COM COMMUNITY NO. 36103CO482 VEGETATION SURVEY BASED ON STAKING FROM: 3/1/24 25235 MAIN ROADCUTCHOGUENY11935 COLE ENVIRONMENTAL, 425 MONTAUK HIGHWAY EAST QUOGUE, NY 11942 631.734.6405 ��j� P: 631-369-9445 CONSULTANTS: \ C�z \ EDGE OF EW CONCRETE -D ���ti PAVE ENT S 55°42'00"E RETAINING WALL 30.00' 2 TO NEW FINISHED GRADE 10'-2" (SEE DETAIL) EW PLANTING ♦ m ♦ �9 t z , WATER METER OF NATIVE PLANTS COVER RETAINING WALL m L.STO K ARE VI° NEW STEP STONE N 34 18 00 E 0 �i I 17.00' -may SOIL STOCK ` PATH EW SEPTIC LOCATION 'RILE AREA l `�9° PENDINGOWNER: 4& +)11400 sf ��' �, SEE SEPTIC DRAWINGSVAL CHRIS AND MICHELLE ROSS kC,9 _ - - - - - 1 EXISTING DRIVEWAY O�, FOR DETAILS LAND N/F 3340 PARKAVE C W IMATTITUCK, NY 11952 NEW ILLIAM CARMEAN ♦ A 0 N 533.3 3' 0"W \` RETAINING NGNWALLE CHARLES W GAY ' O 1 m 3 3 3 / � NANCY R ROSS \\ S y 1 n 0 2 TO REPLACE WOOD WALL PAMELA M ROSS REVISIONS: '9 ♦ EXISTING CONCRETE m RETAINING WALL �� NEW WOOD STAIR AND DECK PERMIT SET 10.1.23 \ PROPOSED ` ❑ EST H. AT NEW HEIGHT (13') REVISION PERMIT SET 11.21.23 \ 1 w WATER LINE ` ��� EMO EXISTING STAIRS AND DECK EW RETAILING WALL REV! \ 1 -4 XT OVERHEAD AT PROPERTY LINE REVISION PERMIT SET 3.5.24 q REMOVE VINYL SHEDS UTILITIES Q TRUSTEE SET 5.8.24 ♦ \ 1 cry EW AC CONDENSER \ 1 STOCKADE FENCE (ELEC) ON PEDESTALS 1 \ R E S. EW ABOVE GROUND \ 1 ADDED FILL FRO � . \ x 1 3 0.,2'/W PROPANE TANK EXCAVATION ♦ \ 1 THROUGHOUT FRONT EX STING AT EXISTING LOCATION 1 1 YARD TO COVER SEPTIC i9 ST RY -PROPOSED ROOF \ 1 1 UILDABLE AREA NEW FINISHED GRADE �N HOUSE t�J; RUNOFF DRAINAGE PORTION OF SITE N 4,698 SF 10-2 m EX F r ♦ \ 1 m EXISTING CONCRETE EXiS tNG 1 : T NEW F.F 1 s ♦ RETAINING WALLS HrJ :1SE \ G 1 I ,547 ,$ FOR BASEMENT EGRESS, EXISTING AC UNIT - 6 �� NEW CONCRETE O o ?� N 1 TO BE REMOVED NEUV �;ST0� 6 �S LANDING FOR DOOR 1 :NEW 2- RY 1 c-� o o ♦ /� jr' ,/ %' .%r \ 1"',"547" \ ! ADDITION ? j j XISTING WALK 544"S545 F OUTDOOR SHOWER AND BASEMENT BILCO DOORS TO BE REMOVED RK AV / ,r ,r ♦ © / ,, PROPOSE ; O / O� EpG� p • � ROOF RUNOFF DRAINAGE PRp Z 7 UNDER DECK PROPOSED SILT N 1FENCE DUING ♦ / � \ NpW CONSTRUCTION N♦ // /'/, �P pP� EXISTING WOO _ 1 • 1 DECK TO BE RAISED TO MATCH Z \ • \ r HOUSE ELEVATION N � Lj NEW STEPS TO GRADE Q; • --PEER LINE //�/ �� %� �^ /r�/i // EXISTING SEPTIC d v J O 1 /� TO BE FILLED USING H \ 15 -�_ • 1 / "� i / ,� MATERIAL ON SITE J o m 1 ♦ \ �_ //j/ ry AND REPLANTING ;" _.. . , >- U / G NATIVE PLANTS o o Q EXISTING DECK AT GRADE �� �pEYARp - a a TO BE REMOVED. TO BE LAND N/F \ 1 REPLANTED WITH NATIVE PLANTS X ' DAVID A ROSS & ♦ 1 1 �,, C/) IRREVOCABLE ♦ 1 �� 1 LE TRUST \ ♦ / 1 .G _ - PROJECT ADDRESS: \ m 1 LAND N/F _ d a = 334I0 PARKAVE OT BUILDABLE AREA BRADLEY RELIES 0 o a MA TTITUCK NY 11952 PORTION OF SITE (BEACH) ♦ \I \ 2013 TRUST 1 ! = D 11 OF B YBDERRYE 1 0 \ 1 SEAWARD EDG E OF ° n, EXISTING BAYBERRY O N N c1� w ♦� \ ,� ""'�■ ,n 1 BULK w J SEAWARD EDGE OF BEACH GRASS EKED AR \ 4' WIDE BEACH EXISTIN G'� o+ ! ��5�`�EJEANSy�T� SEAWARD EDGE OF ,♦ 11 \ PERMEABLE PATH SPARTINA PATENS 1 1 PROPOSED SILT ♦� 1\ 1 FENCE DURING ` CONSTRUCTION p ♦ �� \ - - _ _ - EXISTIN rF04436 OFNi^W�o ♦ / SEAWARD EDGE = OT BUILDABLE AREA - - OF BEACH GRASS m m PORTION OF SITE (BEA H) ♦ / PROPOSED ADDITIO Ln ;u DRAWN BY: KS OF BEACH GRASS _< = D DATE. 3.5.24 SCALE: 114"= 1'0" o GQ DRAWING SHEET NAME: 1 � o SITE PLAN 2• � H.W.M LINE 2' DRAWING SHEET NO: SITE PLAN ENLARGED SITE PLAN N 83°33'06� 1. 72 S .e SCALE: 1:250 SCALE. 1:150 G E A �' P E C ® N p C ■ 2 • A Y ', ARCHITECTS: SAMUELS+ STEELMAN 25235 MAIN ROAD CUTCHOGUE NY 11935 631.734.6405 CONSULTANTS: OWNER: CHRIS AND MICHELLE ROSS 3340 PARK AVE MATTITUCK, NY 11952 REVISIONS. PERMIT SET 10.1.23 REVISION PERMIT SET 11.21.23 REVISION PERMIT SET 3.5.24 TRUSTEE SET 5.8.24 WIRE FENCE W/FILTER CLOTH Z BOUND HAYBALE O FILTER CLOTH MIN. 6" BELOW GRADE WIRE FENCE W/ FILTER CLOTH k FILTER CLOTH MIN. 6" BELOW SURFACE FLOW O k GRADE DRAINAGE ,� Z FLOW Ile ,� W w I>e 1XI\ k z Ix W \ � o(r �^vJ O TEMPORARY STORM WATER CL METAL WIRE FENCE W/ FILTER CLOTH EW NATIVE PLANTS O U RUNOFF CONTROL MEASURE PLANTED IN COORDINATION j AND METAL POSTS 10' MAX SPACING 6�� Mi WITH NEIGHBOR'S PROPERTY U POURED IN PLACE CONCRETE IMM� RETAINING WALL GRADE+ 10.2 M� r �� MMM Nx�MXMMM 'c t ' � #4 REBAR @ 12" O.C. PROJECT ADDRESS: —� KM1 ��� WATERPROOF }" _ MATTITUCK NY 11952 ►# lyll � ALL SURFACES O xMX V, 't BELOW GRADE N 1� Ml�n'��N�MM FILL SOIL faRi4DE 9,p;,�. �9MMX ly ANGLE STAKE INTO PREVIOUS BALE #4 REBAR @ 12" O.C. ►K 12" HOOK-30" SPLICE EXISTING SOIL �tl� ��� � � FLOW #4 REBAR @ 12"O.C. _ ��ERED ARcyi MMMNNlMMM1 � - — #5 REBAR @ 12"O.C. O Z G���NE��NS'�?;FO� M1tA1M�MM M1�MMx �1��M �'� 2" REBAR,STEEL PICKETS OR 2"X 2"STAKES __ NI �MK�MMY� 1-1/2"-2" IN GROUND DRIVE FLUSH W/TOP 3" CLR ALL AROUNDM * to k OF BALES Ile - - ,a Ile Sr f04436 '` ........... "e -f BOUND HAYBALES (ABUT TO FOOTING O 2'_6„ ADJOINING BALE TIGHTLY) UNDISTURED GRADULAR DRAWN BY SOIL k k k DATE: 3 5 24 HALEBALE TO BE EMBEDDED INTO SCALE. 114"= 1'--0" SOIL MINIMUM OF 4" AND BINDINGS PLACED HORIZONTALLY DRAWING SHEET NAME. SITE DETAILS TEMP. RUNOFF MEASURES RETAINING WALL DETAIL SCALE: NTS SCALE: NTS DRAWING SHEET NO: S � l e NOTES 1. EXISTING DIMENSIONS SHOWN IN PLAN TO BE CONFIRMED. 2. CEILING DIMENSIONS AND MATERIAL ON RCP/ELEC PLAN. 3. PRIOR TO DEMO, WALK THROUGH REQUIRED. 4. ELECTRICAL WALKTHROUGH REQUIRED BEFORE WIRING. 5. CONFIRM WINDOW SIZES BEFORE PLACING ORDER. DEMO WALL EXISTING WALL 20'-7" 11'-7 1/2" NEW WALL NEW SONO TUBE WITH NEW POST (TYP) ENTRY STAIR ABOV 13'-2" _...._....... 3'-7 1/2! 1/2" ® ' 8'-6 i I i 4'-10" . .. .. .: _. : ..... i .... .. .. .._.._.... '...�''/ �!� �r:'i. `P✓/• ✓� _._. _ .. : t , 4'-10 1/2" ' N op Lo , F F, v � F _ , ✓, :.. _ E - ✓'f QUIPMENT ON 2 `'�:� �,. �;;•.., _. v CONCRETE I PLATFORMS POUREDEW : CONCRETE STO RAG ATION WALL FOUND MECHANICAL NEW FOOTING _ X , UND ER P S °:. - T HVAC „ _-----EXCAVATE UNDER HOUSE : : i I rn FOR ENT. _. _._. OD ... .. .. .✓°f ON SITE B cv -1 FOR ACKFILL AND FILL ON SITE m , '. EXCAVATED MATERIALS TO BE KEPT y & G HT T 6" P : EMOVE EXISTING FOUNDATION WALLS _—— SLAB _. W ✓. r 4 LEV 5 E I 10'-5" -� EW CMU BLOCK OVER EXISTING BLOCK TO RAISE HOUSE 2' EMOVE MECHANIC �' ' - AL 1�2 SEE SECTION - � \ EQUIPib j , i� �- MOVE CMU COLUMNS NIS : ; STORAGE \ 20'-0 1/2" iJo EXISTI IG r— XISTING CONCRETE SLAB STORAGE z @ 4'-5"ELEV \ m EEP EXISTING CONCRETE SLAB REMOVE DECK \ Y a� \ la 0 \ 29 m a, m XISTING Up SONO TUBE D3 WITH NEW POST / D (TMP) { N� 12'-2" 18'-8 1/2" 112 REPLACE EXISTING DECK WITH SAME FOOTPRINT 6 L aA PROPOSED BASEMENT DEMO PLAN PROPOSED BASEMENT PLAN SCALE: 1 /4" =1'-0" SCALE: 1 /4" =1'-0" ARCHITECTS: EW SECOND FLOOR ADDITION SAMUELS+ -,NEW SIDING THROUGHOUT TE ROOF RIDGE 24'-11" SELMAN \ 25235 MAIN ROAD R 21'-11" CU ROOF TCHOGUE NY 11935 IV 631 734 6405 ............ \ - r- CONSULTANTS: NEW RAILING AT NEW ROOF DECK S z m 0 -----NEW ROOF AT NEW ELEVATION a5 1z 45�, .................:.--:;-.::......._. : __:_..._.._._......-:- _: ...._...................._ - -..... .. �.�. _:...::._......:.::.:.. _ _...._....... .._...:....... ....... .... LZ m ... . _. _.......... _..... ... ...................................... ........._.._._.............._:..........._................_. ............:..... _.......... . _.. ... .... S 13'-11 ............. .. .......,.. ND FLOOR _ _ 1ST CEILING 12'-11" m / v NEW WINDOWS N THROUGHOUT __............_.. _. _. _. ___......... OWNER: o� CHRIS AND MICHELLE ROSS NEW ENTRY DECK ..._.. _........ �° q 3340 PARKA VE AT NEW ELEVATION _.... /11 z °° MATTITUCK, NY 11952 WITH RAILING PER CODE LU ^ CV .. .. ..._ .. .... .. " _... ... ... ..... .- .. .......- ... ... ..... .... ..._.......__.. PROPOSED FIRST FLR - REVISIONS: cn PERMIT SET 10.1.23 I I ' EXISTING 1ST FLR 2' 11" REVISION PERMIT SET 11 21 23 oPROPOSED GROUND LEVEL 2' 1" REVISION PERMIT SET 3.5.24 ADDED COMPACTEDMEXCAVATION) : o: i iv TRUSTEE SET 5.8.24 iv GROUND EXISTING 0'-0" NT BASEME BEYOND ' rn ! 1 EXISTING FOUNDATION -5'-0"o TIN DAT ! I v APPX. SEA LEVEL ELEVATION ' O NORTH ELEVATIONS - SCALE: 1 /4" =1=0" / \ F- EW SECOND FLOOR ADDITION O / 7 W SIDING THROUGHOUT L ® ROOF RIDGE 24 11 Z LLJ - O 4$0, _.... _ U 1 m o \sA m � U f_ ED m 'I \ m , a50 SECONDFLOOR 13' 11" _............ _....... _.... . . . .. o SS. PROJECT ADDRE • 1STCEILING 12' 11" 33,40 PARKA E / \ N MATTITUCK NY 11952 NEW ENTRY DECK WITH SAME _.._ FOOTPRINT AT NEW ELEVATION. 111 RAILING BY CODE co co I c G�S�NE J EAN CyiJ o P R 4' 11 0 o PROPOSED FIRST FL - w .� r 4� Ii I I ' I EXISTING 1ST FLR 2' I� .. o PROPOSED GROUND LEVEL 2'-1" cp rEOF NEW�O � N ILaq GROUND EXISTING 0-0" BASEMENT BEYOND DRAWN BY• KS 5' 0 _ M o DATE 3 5 24 EXISTING FOUNDATION - - " o i .. 114"_ 1,0DRAWING SHEET NAME. ELEVATIONS APPX.SEA LEVEL ELEVATION SOUTH ELEVATIONS DRAWING SHEET NO: SCALE: 1 /4" =1'--0" A�402 ARCHITECTS: NE W SECOND FLOOR ADDITION SAMUELS+ NEW ROOFING THROUGHOUT STEELMAN . .._.. .. R - r it ___... .:....._.._....,... 24 11 - ..-._ ......_ .__ -- -_...... _._......-. -._..w._._._._.._ .. __-- _ __M. - .. .__ _ - � . .__._ -_ - ....... .......... ........-- . 25235 MAIN ROAD .. •.. w._.. ...... ...:..._.... . __ _..._.__........... _......- . _._. ...__..._.__._...___....... _ ..._._... _.__._........._._. __.� ...._� __ CU ......._..__. �-.. -. wu,,.. ._.......... .....................___.:..._...._... .. ........_....._............... ,__.................................... _.......... �: .......... - :... GUE NY 11935 .. .... ...:.. -..:- :.:.:.::: _ ... ......... _........... _.... ..............................._....... .. .. ....... ....... .._ .... _. .. - . r rr --- :.:::::.:::::::::_...:..._::.._::.:.:.:..::::::.- —..__....-...-...... --- .. _... _. _.__.. ........................... ::.............................._....................... .... ........................ ................................. CONSULTANTS: . - ... ....._.... -- _. _._..... . .. ................--M. .. . . ....._.-m- ...._... - __ -....... - , , . ........ NEW RAILING AT NEW ROOF DECK EW ROOF AT NEW ELEVATION --.._........---...._............... . ......._. . ..- . __... . ..... .......--_....-I. - . ._._...... NEW WINDOWS THROUGHOUT .. .... . . . EW ENTRY DECK . .. . _ ._ . ... -.-. -... .........._....._.. _ -- --' AT NEW ELEVATION .............._..._ -. . . ...--.. ..---. / 50 .. ._ _.. AILING PER ._.......- ..._..._......__. . ...._._.. . .. ..........-........--......... __-......... ......................_......................._..__...- - ......._.... . .......... ._.... __........ ... .. . '_ -0:7ODE \ - . e ,M,. ..- _ , _.......... .. .......--....-....1.._.............._...-.... .... ..... ........._...........-..... _............. _._........... .. .. . - -. ... .._............. SE COND FLOOR 13'-1 1" _......._...._.._.._. _........_......._._... _....... .. -._.. .................... .. .....LINE OF EXISTING HOUSE.. .................... ....... ... _ - � 1ST CEILING 12'-11rr ...-............... ..................._..........._....._.__......_....-..._. ..............._......_. ........ ..........__......_........--........-.......I...-_..... . - _. _...... - _.... N OWNER: _ ....... . . .. . . . _.. . . �� / \ CHRIS AND MICHELLE ROSS . .._. .... - .....--- - 3340 PARK AVE - -.m - . - --m. -- - m m--.....--....... .---- /......._ ....._. it ..&.&&&&.& -- . � .& ::��/ \ MATTITUCK, NY 11952 io 0 I IT 11 11 I /U - z w co &.-m m .--&....&I...I--&.....I I. ......- -] I I&.&&. - - - � - �M..m�----- .��----. � � . -... - . .-& m .. � � � z . I .11 Ill I I I I I I Ivil ��mm .m w ............. . �::t j \ . .. ...... w .. ... . . . :��u .. . ..- - .. . ....- ..-....-.........................-.. . .-......-... ......._-._..-...-- ......................-- . .- ......--. . ....... ...... .- I mmm mmm m � . ,/ & . 11/ . 11 & \ � m . 0 REVISIONS: I /I I I L — -_.. .. .._._.--....._.._.. _.... .. ..._._.... - _.. .. _- . . . .._.._......... _._............. __...... ....................._........................._.. ... ... ................. _..._......._...... . _..._.._. _._..... _......._.._.. .. ........ _..._.. . . PROPOSED FIRST FLR 4'-11rrPERMIT SET 10.1.23 C9 w _.. ..._.. _._. .. .... ...._. ....____..__. z � REVISION PERMIT SET 11.21.23 I I F -_ �lr -/ I III ! i: :: ! III , g - .. I : 1: i li , `" � EXISTING 1 ST FLR 2'-11" REVISION PERMIT SET 3.5.24 i .i __.... I i: : : EA I _ _ _ r 2 &..... —L , , I II iI I ii�! .:!: Li� �i ! I ( :Ii,: N ('7;m 7F PROPOSED GROUND LEVEL 2'-1" ...- .. . .. �- .. .-.-. .- . .I.................. ......... .- .... _ .... .........._......... -. . _ ..._ . .- .. n i...0 ... .. .1 ;.. .. ADDED COMPACTED FILL'(FROM BASEMENT EXCAVATION) I : LI ., �i :. 1 ... - GROUND EXISTING pr prr er � . . ....... ... . .. _ ..... ... __ .- . . - -_. .. .- _.. _ . . A ENT IBEYO .. - ..-...: .... ......... ... . ....... . .. .. o.... .. B SEM ND I. . . .- . .. .. . : . . . .. ... .. . . .. ......- ....... . I . . . .. . .. . . _ . . - . . . N O ._... ... - .. .... ... - - - � . . .. .. _ � ' : - - 710- - EXISTING FOUNDATION 5' 0" o . . . . . . : ... .. _._ . . .... _. . . . . . v . .. . .:- ... __.. .... .. .. . - .- _..... _- . . . _.. ... ... _- .... . .- .. __ APPX. SEA LEVEL ELEVATION .. .... _. _. _ : : � 0 _... _.. . I. . _.. C)-EAST ELEVATION Q SCALE: 1 /4" =1'-0" . > O z NEW SECOND FLOOR ADDITION ROOF RIDGE Z NEW SIDING THROUGHOUT _.- - . -_. -. _. -' _ - _,- _ _. . : -.:._..: -: _. -_ _. _ -.. - . ROOF 21 -11 0 U .... �....--... �� / ---. &&&&&&... .I - ..----� .. � - --� -.� .- . - & � �--I � . & . . -- ..�-- ..�-.......-&-... ....&&&.. I .-..- - . Z) LLB Z) U &-&---.1. / "/ /// . ..... . .. . .. _...... '**�� 7 11 �- 11 V// NEW ROOF AT NEW ELEVATION .I--. ......._... .. . -. ;, ................ _. .... / & I - --...... ... .----.. . ----- :�� -.. -.--- .. ..... � .&.&&-&&.&&& - . ��/ &-- . ..I- & . :�� Eo .\�-� && �--.. LLL &&&&&&&&&&&.&.. I&-----.. . I ---- .........- :�� .-...-� � � . . ... ___ .__ _.__ __._._.____ .,____ _. . . . . . . L H u ........................ _ _-�.______- -.�__-_ - ::.. - __.._....._0.._..._ _ _ , ,r _. PROJECT ADDRESS: _...... .._.._..—......._.____.. _ .....___ ... ........... NEW WINDOWS THROUGHOUT �._...__._.-.__..w._. . _. -. 1 _' _ I I'll _. _. S 11 rr SECOND FLOOR 13 ...._LINE OF EXISTING HOUSE o MATTITUCK NY 11952 1STCEILING 12'-1V �� - -. .-............. ..-----.....�.... -- ---- -I� . & � .. .&.&&-.. . & -.. . . � & . ---- � -&&.&& I �l .... 11 .. ....__.._......_... . - 17 ' .- -___.._._..._..-.. // � _.-.._._.._... .-..-..-... .._. .......... ......._. -. .. ---- - - - . . . p 7/711 NEW ENTRY DECK && / \AT NEW ELEVATION ��Jl :l- - -- . ' '// " " ........ . ...... . . -. ., ..- . _. ...........-.............-. ...... ..............._.......... .. ..-..--.... .... ......... .... _.. ._. . .....- ... .. . __._......_........ __._._....... ... ,/ o I -- -- .... &&-- -- &- ---... . �.........-&.... .... 1\ _.__..... _. . .. ..........__..... ... .. ... . . _.... EFtED AiRj _...0- ..._.. .... _. ..-- _.......-- . ....I..........._. ....... .._..._.... . _. . ......... .. ..... . .- .........._.........._.... ._......I . - . . _._.......... . .... ....-. .... .... _. ----.... . . .......... . I. ..........I _. .. ... .. ..... ... -.. . ... --- -_.........._.... _..... . .... -.---. - . _ ,, ;, :-_ ¢4' ��N Ns ��',� '�,J EA _.._.- ...._....-- .. . ....._.. ....._...._..._. ........-......._.........-I-. . ---- . ... . . . .. .. * � � .� in * .. .. .. � L IF, I A PROPOSED FIRST FLR 4'-11" w _�.,aa ....-.. ..._... ............... ....... .. .._..... . ... ..... .. ... ... . ... ............. .... .. ....... ......_. I' iv O sA �- I II i[ , _ _. .- N EXISTING 1ST FLR 2'-11" % '9TE .�0� . . = 43 1: PROPOSED _1rr II OF N _.. i : o �; ROPOSED GROUND LEVEL 2 : ' .... .. , ..._,. ......, . - -- .............. .. ... .... .. ..... .__.... .. .. .... .. -.... ..... 1; 1 l 1 �!' ' '.' ::',! ','', ,', !; III V ADDED COMPACTED FILL-(FRO BASEMENT EXCAVATION) ! I'll „ t :, Cl I! 1I I I % - r .,,, GROUND EXISTING 0 0 i :--- .-...&& Ii p - Ii :: : . : � . _.... , : , i --T _. . .. I : I - I . : . . : li . - 1 - ---� .. �- . F � -... , t i . � : . ..... SEME E ND .... _ BA NT B YO . _ o DATE: 3.5.24 . . . . . .. - . _. _. ?., M .. .. .. - .. .. .. . : . .. NDATIO N . -5'-0" o _. . : I ' EXISTING FOU N _. , . .. .. . . - . SCALE.. . . . . RAW/NG SHEET NAME. .. .. . ..... : D . .. ... it . _ _ - _ ELEVATIONS . 1 . ......_ .. .. ... .. - ... .-.... ..... ....... .- ...... ........I ... .... _._... ... ..... .... . . .. .. .... .. i!) ..... .. .. ._ 1 . APPX. SEA LEVEL ELEVATION - :.. . .: . . .. .. . . . . DRAWING SHEET NO: WEST ELEVATIONA�502 SCALE: 1 /4" =1=0"