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HomeMy WebLinkAboutRoss, Christopher & Michelle S�FF04 Glenn 6ui6smith,President ���0 wGy' Town Hall Annex A.Nicholas Krupski,Vice President 54375 Route 25 CO Eric Sepenoski H ,? P.O.Box 1179 Liz Gillooly �y • ��� Southold,NY 11971 r Elizabeth Peeples ��� a �a Telephone(631)765-1892 Fax(631)765-6641 Southold Town Board of Trustees Field Inspection Report Date/Time: �,S7/Z4 Completed infield by: ��-�- Cole Environmental Consulting on behalf of CHRISTOPHER & MICHELLE ROSS requests a Pre-Submission Inspection to discuss raising, renovating and replacing portions of the existing dwelling; new I/A system,.replace and add new retaining walls; reconstruct decks and outdoor shower area; and reconstruct parking area. Located: 3340'Park Avenue, Mattituck. SCTM# 1000-123-8-21 Type of area to be impacted: Saltwater Wetland Freshwater Wetland Sound Bay, Part of Town Code proposed work falls under: Chapt. 275 Chapt. 111 other Type of Application: Wetland Coastal Erosion Amendment Administrative Emergency Pre-Submission Violation Notice of Hearing card posted on property: Yes No Not Applicable Info needed/Modifications/Conditions/Etc.: "okrA is a Aycn C,):, 4�'e. 1'C) ,SP_ (,{ F M A No� a spy 91C a Present Were: ✓/ G. G Idsmith N. Kru ski AE. Sepenoski L. Gillooly �E. Peeples r 425 Montauk Highway East Quogue, NY 11942 s u (631) 369-9445 Environmental Consulting www.ColeEnvironmentalServices.com Wetland Project Management January 17th 2024 Town of Southold Board of Trustees 54375 Main Road r mr, I� nn P.O. Box 1174 L� V Southold, NY 11971 Attn: Diane DiSalvo :Board N 2 4 2024 Re: Pre Application Request uthold Town Christopher and Michelle Ross of Trustees 3340 Park3Avenue Mattituck`NY 11972 SCTM NO: 1000-123-8-21 Dear Diane and Elizabeth, Client seeks to raise and renovate the existing residence at the property listed above. We will be meeting the Trustees on-site,so we ask that the Trustees contact Chris Cole (516)-702-8172, regarding the pre-application meeting. Enclosed are the following items: 1. Check#0611 for$150.00 made payable to the Town of Southold 2. Owners Affidavit 3. Owners Authorization Form 4. Site plan from Samuels and Steelman dated 8.23.23 REVISED 11.21.23 Should you need anything further, please let me know. Sincerely, Amanda MacDonald 631.369.9445 Cole Environmental Services, Inc. Board Of Trusteesei.cati.on •y AFFIDAVIT 1` CH P-I S 10-PHE12 ►uss-PrN t� -vvi i Lri e U-E P.o s's BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT-(S)`A.ND'THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORS'COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO'INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. tore of P operty Owner Signature of Property Owner SWORN TO BEFORE ME THIS c2 DAY OF-_ ° z� s. .•� OMMtSS/ i Notary Public - o a1nt111111i\\ Board of Trustees*pPlication hYr AUTHORIZATION (Where the applicant is not the owner) I/We, �"�� l 5�o �-P—� &55 G-k-k MCI ���e'C� _ --I.,"5-S- - - owners of the property identified as SCTM# 1000- Sec do 1 a3 61 o c�—$ _4� n the town of q� 11 /" 6,w, York,hereby authorizes .-- — -.--: --- _ O LE to act as my agent and handle all necessary work involved with the application process for permit(s)from the Southold Town Board of Trustees for this property:, Property Owner'q Signature Property Owner's Signature SWORN TO BEFORE ME THIS DAY OF, J CtrtUCLL i ___ 20 �{ CO CI`p'RCHlS'yn44°�®�: Notary Public "I r 1111111j1 r, I , Rea¢gnE 0912-89 ,cones. 6 ��� o SEE SEC NO HS SEESEC 115 16t2� � SEESEC NO 115 LINE v 2� FOR PCL NO �. �n cfe 03.,a03 SEE EEC NO" N0 _ 62103 '� so3soa 31 .a „�a • \ � � , 2��FA ."�. ;tl � 5 ,§y�yA,,,,,• I� 0 3 OR u� f'yl f41 ` OT-O6W 1 ^ w '„ 5 J 1.3P ,^,II FOR PCL NO , i n3 5'd a��lQ 1. 1.4yc 11 , 'N SEE EEC NO aVc7[ 7 15,5w T TOWJ OF �b 1 .0A 22 O �3p,L1 5 1, _ _\. pRE `'b t0',�p b `�s .� 3 �3T � 15y, 21P Oaf` a32]€� 1T,lA,'�.�s s•�"O' IN 413 �'w) _ EGGNiC BPI F�1 P R E�av� _�_ rw.. "' y'•" __°,"__ You __^__ „°m ' NOTICE ``°.. COUNTY OF SUFFOLK © E 21) °f SWTNOW SECTION NO c _ — Ll � C.-YOnn¢rwwmANvt,mt AI or 123 O w..r a r... n,Helarzu — me... --•-- o.wu.--wv-- rt "ii\ac.Y+" E r P 1y ,nxr no ,000 PROPERTY MAP ARCHI TEC -3: ROb SAMUELS+ ELMAN GENERAL NOTES KEI\� uv 1, U 12. ALL WORK OF THE VARIOUS TRADES INVOLVED WITH TF-�E ST $� 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 JTCHOGUE 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 conlsuLT, vrs: 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 JOB 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 4. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE OWNER: CONDITIONS ARE TO BE REPORTED IMMEDIATELY TO THE - CONSTRUCTION MEANS METHOD, TECHNIQUES, ARCHITECT OR HIS REPRESENTATIVE. CHRISA :'D MICHELLE ROSS SEQUENCES OR PROCEDURES, OR FOR THE SAFETY 16. ALL CONSTRUCTION MATERIALS ARE TO BE NEW AND OF 3340 PAS KAVE `10/v ! PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE A LEVEL OF QUALITY WHICH WILL INSURE THE QUALITY OF MATT/TC :'K, NY 11952 Qq WORK AND HO WORK DESIRED BY THE OWNER. 5. SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS 17. RELOCATED PARTITIONS ARE TO BE DISASSEMBLED AND FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH RECONSTRUCTED TO INSURE DURABLE STRONG REVISION. THE CONSTRUCTION DOCUMENTS. THE ARCHITECT SHALL CONSTRUCTION. DO NOT RELOCATE PARTITIONS AS A ° COMPLETE WALL. NOT BE RESPONSIBLE FOR THE ACTS OR OMISSION BY PERMIT SE 7' 10.1.23 TER��--'�� THE CONTRACTOR NO CHANGES SHALL BE MADE IN THE REVISION 'ERM/T SET 11,21.23 3340 PARK AVE 18. SILL PLATES OF NEW AND RELOCATED PARTITIONS DOCUMENTS AND/OR THE BUILDING AS DESIGNED WITHOUT ARE TO BE SECURED DIRECTLY TO THE EXISTING FLOORING. THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. REMOVE ANY FINISH MATERIALS, SUCH AS CARPETING, 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. pRRK AVE COVERAGE NOT LESS THON $ 2 MILLION. THE ARCHITECT ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT THE 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. j ECO�.UCBAY INDICATED ON THESE PLANS EXCEEDSTHE CODE'S MINIMUM 21. CONTRACTOR WILL FULLY COMPLY TO THE PROVISIONS STANDARDS. OF THE FEDERAL''OCCUPATIONAL SAFETY AND HEALTH ACT ---------- _ � 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. I, SITE INFO SITE INFO PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR 22. ALL MATERIALS AS WELL AS METHODS AND PROCESSES SCOPE OF I V O RK' LOCATION: 33�0 PARK AVE WHICH THEY MADE LS EXECUTED OR NOT. THEY MAY NOT USED IN THE PERFORMANCE OF THE WORK SHALL BE USED ON ONY OTHER PROJECT EXCEPT BY WRITTEN CONFORM TO THE STANDARDS OF THE BUILDING. SITE REIDEN 1 ACRE (9,761 SF) LOOC� ZONES: OUTHORLZATLON OF THE ARCHITECT. 23. CERTIFICATES OF INSURANCE AS REQUIRED UNDER THE (` � INTERIOR AND EXTERIOR RENOVATION AND ADDITION TO AN TYPE:: RESIDENTIAL �EXISTING ONE-FAMILY DWELLING. S.C. Tax Map #: 1000-95-03-09.1 PROPERTY IN FLOOD ZONE X 8. A SINGLE STATION SMOKE DETECTOR ALARM DEVICE DOCUMENT TITLED "INSURANCE REQUIREMENTS FOR ! .l i ZONE AE: BASE FLOOD ELEVATIONS DETERMINED SHALL BE INSTALLED TRADES CONDUCTING OPERATIONS IN BUILDINGS FOR 7 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" 99 " li / COHRIS AND MICHELLE ROSS ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 INTERCONNECTED PER CODE. INCLUDED IN THE CONTRACT DOCUMENTS, MUST BE L � 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 Z 10 CHESTER RIDGE o MECHANICALLY VENTILATED OS PER NEW YORK STATE WITH ANY WORK AND REQUIRED INSURANCE IS TO BE WINCHESTER, MA 01890 REAS PROTECTED BY LEVEES FROM 1 /o ANNUAL CHANCE OF LOOD. CODE. MAINTAINED AT ALL TIMES DURING CONSTRUCTION. � 'J w DRAWING LIST. SURVEYOR: ONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL 10. NO WORK IS TO BE STARTED UNTIL A BUILDING PERMIT O PAUL BARYLSKI LAND SURVERYING CHANCE OR FLOOD PLAIN. ELEVATIONS ARE REFERENCED TO HAS BEEN SECURED AS REQUIRED BY THE APPLICABLE T-1 TITLE SHEET, SITE PLAN OAKDALE NY 11769 NAVD 1988 DATUM. GOVERNING AGENCY OR AGENCIES. C ST-1 SITE PLAN 11. ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED r 4 v A-1 BASEMENT / 1ST PLANS I SETBACKS: NON-CONFORMING SEPTIC INFORMATION: BEFORE START OF ANY WORK AND DISCREPANCIES OR 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 ,> MINIMUM SIDE: 15 FT (EXISTING IS NON CONFORMING) COUNTY HEALTH DEPARTMENT PENDING. A-4 ELEVATIONS TOTAL SIDE YARD: 35 FT (EXISTING IS NON CONFORMING) TRUSTEES: REAR: 50 FT PROJECT :DRESS: PROPOSED WORK IS OUTSIDE OF TRUSTEES JURISDICTION. 3340 PARE 1 VE LOT COVERAGE CALCULATION: LETTER OF NON JURISDICTION PENDING. MATTITUC : NY 11952 j SITE AREA: .2241 ACRE (9,761 SF) ("ODE _ODE INFO BUILDABLE SITE AREA: (4,824 SF) _ _2_ \ I ; ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH > TOTAL LOT COVERAGE % ALLOWED: 20% (NON-CONFORMING) THE PROVISIONS OF THE SPECIFICATIONS, DRAWINGS AND / EXISTING LOT COVERAGE SF ALLOWED: 965 SF � ,° ,�ArI 2 � 20�4 CONSTRUCTION CRITERIA OF THE OWNER AND SHALL SATISFY I �RE�AR TOTAL EXISTING LOT COVERAGE: 2231 SF (1 ,266 SF OVER) cy, ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS OF HOUSE: 1547 SF PRAM I D LAW. 4 ;_ !._�__w ����NEJEA/yS �OA ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO t a _ ; � THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL DECKS: 510 + 63 =573 SF P OPOSED WITHIN PYRAMID ALLOWANCES. SEE DIAGRAM --- _~ - y R � � N BE PERFORMED BY THE TENANTS CONTRACTOR; ALL PERMITS ACCESSORY: 48 + 48 = 96 SF ELOW. SEE ELEVATION FOR EXACT DIMEIIQ1VS. SHALL BE SECURED AND PAID FOR BY THE TENANTS I ` -� CONTRACTOR(S). APPLICABLE CODES INCLUDE BUT ARE NOT, BASEMENT ACCESS: 15 SF 0;q 04436 LIMITED TO THE FOLLOWING: �� TOTAL PROPOSED LOT COVERAGE: 2,300 SF I OFNE�N� BUILDING AND STRUCTURAL 2020 CODE / A mo m mo (1,335 SF OVER ALLOWABLE, INCREASE OF 69 SF) 7I SMOKE AND CARBON MONO. 2020 CODE if HOUSE: 1547 SF SAFETY NOTICES 2020 CODE Z 610, �5%MECHANICAL 2020 MECHANICAL CODE DECK: 526 +110 = 636 SF L 4\ DRAWN 8' KSDo I I I BASEMENT ACCESS: 117 SF „ s 7.2 DATE: 8.23.23 7�_0 PLUMBING 2020 PLUMBING CODE s�`q I 0o� �A SCALE: 114"= 1'-0" ENERGY CODE 2018 NYS ENERGY \ COMPLIANCE: 47.6% PROPOSED > 20% ALLOWABLE o ti N I I CONSERVATION DRAWING SHEET NAME: `--- � � FLOOR AREA RATIO: \I _ TIT[ E PAGE HOUSE ALLOWED PER CODE: 2,100 SF o f I o o I I o' EXISTING HOUSE TOTAL: 1,534 SF ALLOWED ADDITION SF: 566 SF PROPOSED ADDITION SF: 544 SF DRAWING SHEET NO: TOTAL PROPOSAL SF: 2,078 SF COMPLIANCE: 2,1002,078 SF SOUTH ELEVATION NORTH ELEVATION ` � • NTS NTS ARCHI TEC -S: GENERAL NOTES(CONT. ) TEST HOLE 26. CONTRACTORS SHALL MAKE AVAILABLE FIRE U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 OMB No. 1660-0008 ,.� SAMUELS+ Federal Emergency Management Agency Expiration Date: November 30,2022 ELEVATION CERTIFICATE Expiration Date:November 30,2022 EXTINGUISHERS BASED ON THE FOLLOWING: ALTERATIONS National Flood Insurance Program IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE T E L M A UP TO 3,000 SQ.FT. - ONE (1) FIRE EXTINGUISHER. , ALTERATIONS OVER 3,000 SQ.FT. - ONE (1 ) FIRE EL�.VATI ON CERTIFICATE Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)Or P.O. Route and Box No, Policy Number; Fi 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 fir(1)community official, (2)insurance agent/company, and(3)building owner. MATTITUCK New York 11952 ( 'iTCHOGUE NY 11935 APPROVED FOR TYPE A,B,C FIRES AND SHALL BE KEPT AND SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) 631.734.6405 TEST HOLE ❑ A T A Al. Building Owner's Name Policy Number: MAINTAINED ON THE PREMISES Cl. Building elevations are based on: ❑ Construction Drawings* ❑Building Under Construction* ❑ Finished Construction CONSULTI 'VTS: 27. PLANS AND APPLICATIONS ARE FILED TO LEGALIZE (NOT TO SCALE] A2. Building Street Address(including Apt., Unit,Suite,andlor 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,VI-V30,V(with BFE),AR,AR/A,AR/AE,AR/A1-A30,AR/AH,AR/AO. 3340 BUNGALOW LANE Complete 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. 2Z23 © 11:30 AM 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. � 0.Z'-Z.5' T 0 P SOIL Indicate elevation datum used for the elevations in items a)through h)below. w 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 i 1000-123-8-21 Datum used for building elevations must be the same as that used for the BFE. EXISTING CONDITIONS TO BE LEGALIZED FOR ROOM Q Z.5'-3.B' DARK BROWN SILT S M Check the measurement used. A4. Building Use(e.g,, Residential, Non-Residential,Addition,Accessory,etc.) RESIDENCE LAYOUT AND PLUMBING ONLY. = 11.0 a) Top of bottom floor(including basement,crawlspace,or enclosure floor) ❑ feet ❑ meters I- O A5. Latitude/Longitude: Lat.40°59'06" Long.72°30'28" Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 b) Top of the next higher floor 7.5 ❑ feet ❑ meters 29. DUST PARTITIONS ARE TO BE ERECTED TO 1— 3.Z'-6.Z' BROWN SILTY SAND PREVENT THE SPREAD OF DIRT AND DEBRIS TO OCCUPIED o - WATER S M A6, Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. c) Bottom of the lowest horizontal structural member(V Zones only) ❑ feet ❑meters AND USABLE AREAS. HEAVY PLASTIC SECURELY FASTENED . . _ _ _ _ _ _ _ _ _ A7. Building Diagram Number 9 d) Attached garage(top of slab) ❑ feet ❑ meters IS ACCEPTABLE. OWNER: 6.Z'-8.�' PALE BROWN 0 W N SAND S W A8. For a building with a crawlspace or enclosure(s): e) lowest elevation of machinery or equipment servicing the building 8.0 ❑ feet ❑ meters 30. CERTIFICATES OF INSURANCE ARE TO BE a) Square footage of crawlspace orenclosure(s) 1546,00 sq ft (Describe type t equipment and location in Comments) PRESENTED TO THE OWNER PRIOR TO START OF ANY WET PALE � 8.0 feet meters CHR/S A rD M/CHELLE ROSS b) Number of permanent flood openings in the crawlspace or enclosures)within 1.0 foot above adjacent grade f) Lowest adjacent(finished)grade next to building(LAG) ❑ ❑ 3340 PA, ��AVE WORK, AND ALL REQUIRED INSURANCE IS TO BE 8.6 -14 BROWN SAND SW g) Highest adjacent(finished)grade next to building(HAG) 9.0 ❑ feet ❑ meters 3MA 340 P i. `" V E 11952 MAINTAINED AT ALL TIMES DURING CONSTRUCTION. - - - - - - - - - - c} Total net area offlood openings in AB.b sq in h) Lowest adjacent grade at lowest elevation of deck or stairs,including d) Engineered flood openings? ❑Yes Z No structural support 8.0 [] feet meters 31 . FOUNDATIONS AND SUBSOIL CONDITIONS HAVE SECTIOND-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 Sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. REVISION. WITHIN BORINGS AND/TEST PITS AS FURNISHED BY OWNER. a) Square footage of attached garage sgft I certify that the Information on this Certificate represents my best efforts to Interpret the data available. I understand that any false - SUBJECT TO statement may be punishable by fine or imprisonment under 18 U,S. Code,Section 1001. PERMIT St 10.1.23 EXACT FOUNDATION REQUIREMENTS ARE CHANGE BASED ON CONTROLLED INSPECTION SUBSOIL 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 ❑x No ❑Check here if attachments. c) Total net area of flood openings in A9.b sq in Certifier's Name License Number REVISION 'ERMIT SET 11.21.23 CONDITIONS, AND MAY VARY FROM THOSE INDICATED ONpF N� "` THE CONSTRUCTION DOCUMENTS. d) Engineered flood openings? ❑Yes [} No TAeL BARYLSKI 050782 111A �q y aARr��/1Q / 32. PRIOR TO COMMENCEMENT OF ANY WORK, OWNER CONTRACTOR/OWNER SHALL VERIFY THE INTEGRITY OF ALL SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION Company Name EXISTING STRUCTURAL ELEMENTS TO REMAIN, AND TO B1. NFIP Community Name&Community Number SU County Name New state PAUL BARYLSKI LAND SURVEYING r "� TOWN OF SOUTHOLD 360813 SUFFOLK New York o ;. .I_. VERIFY ADEQUATE SOIL BEARING CAPACITY FOR PROPOSED Address # ` . t e, CONSTRUCTION, THROUGH INDEPENDENT ANALYSIS. 64. Map/Panel B5. Suffix B6. FIRM Index B7.FIRM Panel B8. Flood 89.Base Flood Elevation(s) 5 MANTA COURT �' osc757 33. GENERAL CONTRACTOR SHALL PROVIDE Number Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) city state zIP Code �11769 �°°"� Revised Date ZAN© COMPLETE ENGINEERED SHOP DRAWINGS SHOWING ALL 36103CO482 H 04-02-1997 09-11-2009 "x" AREA OF MINIMAL HAZARD OAKDALE New York Telephone Ext. APPLICABLE DETAILS FOR METAL STUD AND METAL JOIST signaturets Date Te►epONNECTIONS. B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: /U- 05-31-2023 (631)294-6985 5525 C ❑ FIS Profile [I FIRM ❑Community Determined ❑ all Other/Source: Copy pages ofthis Eleva ion Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. 3 ALL DIMENSIONS ARE APPROXIMATE AND ARE TO 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 69: ❑ 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 ❑x No -- CONSTRUCTION PURPOSES. Designation Date: ❑ CBRS ❑ OPA C 36. DAMP PROOF ALL NEW FOUNDATIONS AND EXPOSED EXISTING FOUNDATIONS WITH 2 COATS OF CELOTEX "FLAT-TOFF EMULSION" IN ACCORDANCE WITHFEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 1 of FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 2 of c MANUFACTURERS SPECIFICATIONS. APPLY PROTECTION > COURSE OF 1/8" ELASTIBORD. !!� l � . 7 LLr LJ 4 � } Z C � w O i- C � U PROJECT DDRESS: 3340 PARK AVE MATT/TUG 'NY 11952 ?,E.D ARC �5 E JEAftr y�T S . / kA JAN 2 4 2024 S'T 04436 FN DRAWN B' KS DATE: 8.23.23 SCALE: 114„= 1�-0, DRAWING -"HEET NAME: NOTES DRAWING SHEET NO: N = 101 ARCHITEC 'S: S.A MUELS+ tiST E.EL 25235 MAIN ROAD I T C631.734.64051935 EDGE P D G E OF �9 AVE ENT S 55042'00"E coNsuLr, vrs: 3 0.0 0' EW CONCRETE \ RETAINING WALL p �S, Y 2' TO NEW FINISHED n v �0 GRADE 10'-2" WATER METER m m NEW STEP STONE N 34018'00"E I I �2 PATH w 17.00' - NEW SEPTIC LOCATION o LAND N/F 9° PENDING SCHD APPROVAL C WILLIAM CARMEAN SEE SEPTIC DRAWINGS CHARLES W GAY --�l,7'1 FOR DETAILS NANCY R ROSS OWNER: PAMELA M ROSS CHRIS A i:D MICHELLE ROSS N 55042'00"W 3340PA ,AVE 3 3.3 3' NEW CONCRETE MATTIT( --;K, NY 11952 RETAINING WALL EXISTING CONCRETE RETAINING WALL NEW WOOD STAIR AND DECK PROPOSED AT NEW HEIGHT (13') REVISION. WATER LINE EMO EXISTING STAIRS AND DECK ---NEW RETAILING WALL PERMIT Sl 10.1.23 OVERHEAD AT PROPERTY LINE REMOVE VINYL SHEDS REVISION ;=RMIT SET 11.21.23 UTILITIES --NEW PROPANE TANK STOCKADE FENCE - (ELEC) AT EXISTING LOCATION co RES. UILDABLE AREA PORTION OF SITE - ADD FILL THROUGHOU Z .2' 1 W 4824 SF FRONT YARD ROPOSED ROOF TO NEW FINISHED RUNOFF DRAINAGE GRADE 10'-2" ELEVATIONS REFER TO 1988 NAVD O --NEW OUTDOOR SHOWER T ELEVATIONS SHOWN THUS —NEW PATIO, STEPS AND FEMA: TOWN OF SOUTHOLD 360813 S CONCRETE RETAINING WALL BFE MINIMAL HAZARD 1 ��° FOR BASEMENT EGRESS COMMUNITY NO. 36103CO482 EXISTING AC UNIT 66' ol XISTING WALK, OUTDOOR SHOWER , AND BASEMENT BILCO `DOORS TO BE REMOVED --NEW DRYWELL FOR PATIO, �LL Q SHOWER AND ROOF RUNOFF f PROPOSED - _ T , ,� > ROOF RUNOFF DRAINAGE UNDER DECK EXISTING WOO t DECK TO BE RAISED TO MATCH L LJ HOUSE ELEVATION � r NEW STEPS TO GRADE Z TRUSTEES AND LINE OF BUILDABLE A EA w EXISTING SEPTIC o � TO BE FILLED O EXISTING DECK AT GRADE Dy CD - C TO BE REMOVED 4- CIO NO VEGETATIO LAND N/F TO BE DISTURBED Trl BRADLEY HELIES C3 S�pEYARp OT BUILDABLE AREA PROJECT DDRESS: 2013 TRUST T 15-D PORTION OF SITE (BEACH) 3340 PARF AVE U� MATTITUC ' NY 11952 "J' 0) o O N BULKHEAD Lj''- LAND N/F oo DAVID A ROSS & 0 o IRREVOCABLE TRUST REpgR -�`c O\5�NE J EAN Sy��tc r 04436 OQF OF m - _.... _. F NeN'I MHW IS EQUAL TO THE LANDWARD JAN 24 2024 E EDGE OF TIDAL WETLANDS D AS CONFIRMED BY COLE ENVIRONMENTAL DRAWN 8' KS SERVICES ON 10/04/23. G Q DATE: 8.23.23 SCALE: 114"= 1'-0" 13 y ' DRAWING --)'HEET NAME: / O 2 T SIT a PLAN H.W.M LINE 2 , N 83°33'06"W GREAT PECONIC 51. 7 2' DRAWING SHEET NO: BA Y • •I m PwA PAVEMENT ------_--.- µe:v Sutf.:sle ova - - 30 . 00 ' +�r Mattituck Airpo,t 21 N ¢ e t v,= e '1+; o CUT POST AT AN ANGLE piano"stua,z :yervtDrk TO ALLOW WATER TO Sr �• n=:.,, . ,\ RUN OFF FROM TREATMENT UNIT FUJI CLEAN NEMA4X - '� - V Q,�jv RATED CONTROL PANEL "{n V Q ENDCAP TYPE ]4"' M3rratooka / \ LEVELING DEVICES oho ELEC AND CONTROL <, f'cll,tt WATER )' � y'°, o R \ ��� TO BLOWERk i" I< :>1:, ... �� w E1AIFtTL1Cti.N.v. PLAN VIEW METER CONTROL WIRING TO OWTS R,,h The Fors. ... �� \ EXISTING WOOD RETAINING WALL GRADE 10. PRESSURE TREATED _ TO BE REMOVED \ � ��' 4X4 POSTS 2� / � ��\/ (4'MAX.) V7�" , FROM TREATMENT UNIT \ _.'£. /� ✓✓ PROPOSED SANITARY % / WEATHER RESISTANT Z \// TO\EACHFIELD ENCLOSURE SUPPLIED 0 ' i • � RETAINING WALL SET FOOTING AT ELEVATION '� Ll BY MANUFACTURER ALL SITE DATA SUPPLIED BY PAUL BARYLSKI SURVEYING U) EXISTING PARKING 2'-1" INLET I.E. 7.9 \ NLETI.E.7.7 OAKDALE NY 05.31.23 REVISED X w _ 3.0- BELOW LEACHFIELD SCTM#1000-123-8-21 / 9,761.1 SF /.22 ACRES COURT RETAINING \ O SECTION SETONA 12"BED TO OWTS WALL TO BE REBUILT , 5 = OF SAND OR PEA GRAVEL ELEVATIONS NAVD 1988 DATUM w TO THE NORTH VINYL PROPOSED SITE PLAN SUPPLIED BY I- 0' =x' 2 r ELEC SUPPLY SAMUELS & STEELMAN ARCHITECTURE o SHEDS PLASTIC DISTRIBUTION BOX FROM DWELLING MAC 80RAIR BLOWER TBR ' . =`F _1 ! POLYLOK 3017 206-16 OR EQUAL l \ W/HEAVY DUTY LOCKING COVER TO GRADE 10 �__ _= A CONTROL PANEL W CLEAN OUT AT — i-- 1,0 000 ` 00' NTS FACE OF BUILDING 0EGK O i �O TING U � E 'IS I STORY S p LYRE � '� � � S1NGl-E- F AMA 2" VENT FROM AERATOR HOUSING � .� \ ; ; � � � Z ous G FF EL 1 : ,` S� JAt� 24 2024 f ; Q W o VENTED THROUGH HOUSE 00 ca ELECTRONIC CONTROL CENTER J -r'F,!'' W/ GFI OUTLET & NIAC80R BLOWER ;" : I I� m Q RAILING —=! � � � d.:q' �^ � 00 E '9 . . BY OTHERS v J 0 oO cc " MIN. ACE OF BUILDING r /, O / ', I I .• IN.16"X 16"X 4"DEEP VENT STACK a'• ;••• COMPACTED EMBEDMENT FINISHED GRADE ± 10.2 � STOPPER OR END PLUG ry / /\` / \j\j / \/ 4 ° #4 REBAR @ 12"O.C. FLOOR SLAB OR STRUCTURE •` LATE OR COVER N \\\\\\�\\\\ WATERPROOF ALL 4 ACH WAY °f • *„ \\ \ \ \SURFACES BELOW GRADE / o SANITARY SITE PLAN ENLARGEMENT / / / // , , , , /�i\\i\\i\�i\\i\\%/\\%/\�%i %i �, INTERIOR a EXTERIOR BACKFILL TO BE CLEAN �/\ �3" CLR. TYP. N SCALE= 0 /\SAND AND GRAVEL /\ / / / / / /' \/ / • G• 30°ELBO E O ° WASTE LINE •.. \\j\\j /\\/\\/\\/\\/\\j\�j\\/ GRADE 9.0 p / // // // // // // / //' / /` 1 0' 0' 1 0' 20' \\\/\\\ \\ \\ \\��\��\��\��\,/\\/ \\/\\ \\ \\ \ ' SEPTIC TANK O� O / // / 12'NOOK R O'SPLICE /j/�\//\/�, . / •c \\ \\ \\ \\ \\ \\ \\/\\/\\/\\/\\/ • -A MINIMUM 2'CAST IRON /\//\/ EXTENSION FROM FOUNDATION 3" CLR ALL AROUN \\//\\//\%\// a j„�\\jj\\//\`//\\//\\/j CLEANOUT AT FACE OF BUILDING /\ \\ \\ \\ \ \\ a \ \\ \\ \\ \\ \\ \\ j\///\///\gx�\ j\,// \ \ \ \ d \\//\// 2-1/2"VENTILATION PIPE \/ ROUTED BELOW GRADE CHAMBER Volume(gal) / ' / TO REMOTE LOCATION FOOTING TO BE SET ON SCUM BAFFLE Sedimentation Chamber 277 \ \\ \ \ \ 4 REBAR @ 12"O.C.\/\ B Q Anaerobic Filtration Chamber 278 ' UNDISTURBED GRANULAR SOIL�� \ � \ \ \ � � � � \ W/CARBON FILTER / \//\/\// \/�\ � \// T-10q^ Q3 Aerobic Contact Filtration Chamber 127 /\/ '�/�\ 5 REBAR @ 12 O.C. \/\/\ Storage Chamber 63 LJJ \ /\/ `� 4 Q Disinfection Chamber 4 r , Z _V ECIRCULATION Total Volume 749 V p 1 SANITARY RETAINING WALL �1, 0101 ;1 0, 01 � AIRUFrPUMP Z O rn SCALE: s�4„ = 1,-0" '0 CJO - �{�_:� ,J —DISINFECTION v °�°�°� G°;�° CYLINDER(OPTIONAL) SPECIFICATIONS W ? V, y-ti,o; o o; Anaerobic Media PP/PE Filling Rate 32% 4"INLET PIP �`� �� �°I % 4"OUTLET PIPE Board Type Aerobic Media PVC/PP/PE Filling Rate 16% Q Z AT_ I A W 4'-0 ' ` I I ! Aerobic Media PP/PE Filling Rate 57% 10 Blower 2.8 cfm TREATED EFFLUENT SAMPLES Q O Tank �°� , TAKEN FROM CHAMBER 4 OR 5 Pi I FRP Y I _ ping PVC/PP/PE UJ w Z U/l BUILDING MAIN FUJI CLEAN CONTROL INLET BAFFL ;:, Access Covers Plastic/Cast Iron Q o, o o, o, o, o0 0,, o n .,. ELECTRICAL PANEL PANEL MODEL C © oa op PoGo��o�o o FFLUENT Disinfectant(Optional) Chlorine Tablets O Q AIR LIFT PUMP Standard 20 AMP BREAKER g PUMP Hydraulic Load 450 GPD ELECTRICAL SERVICE 120 VAC __0 (NOT USED) RECIRCULATION PIPE LOW BAFFLE /2"AIR INTAKE Weight of Empty Tank 463 Lbs. cc")) Y LINE FROM STREET FLOW OPENING(TYP.) (CLEANING OPENING)B r^ V O E E E E BREAKER ------ -- TB 1 15 AMP BREAKER TB ----0 AIR �J, BLOWER PLAN VIEW O F_ 1/2"AIR INTAKE 1/2"AIR INTAKE 15 AMP BREAKER 18"MANHOLE TYP 18"MANHOLE TYP 4"MANHOLE TYP ISINFECTION 4"MANHOLE ***FUJI NEMA 4X CONTROL PANEL, B 2 --� HIGH WATER ( ) ( ) ( ) n/ Q ALARM FLOAT CYLINDER(OPTIONAL) LL VENT W/CARBON FILTER& 3-BOLTED REINFORCED POLY ACCESS COVERS TO GRADE TEMPERATURE RATING OF FIELD I INSIDE OWTS TANK LOW OPENING MAC10ORII BLOWER W/IN ENCLOSURE `PREVENT UNAUTHORIZED ACCESS B _ _--J \ INSTALLED CONDUCTORS MUST TO ALARM CIRCUIT BREAKER MOUNTED ON FACE OF RESIDENCE IF COVER WEIGH'; LESS THAN 60 LBS, BE AT LEAST 140 DEG F(60 DEG C) FLOAT SWITCH,PRESSURE 1'- 8 _ EDGE OF BUILDING A SECONDARY SAFETY LIF)OR DEVICE SHALL BE INSTALLED SWITCH,TEST/NORMAL/SILENCE y 1.2 OARD TYPE TERMINAL STRIPS AND GROUND LUG SWITCH �- Irl ( CONTACT MEDIA USE COPPER CONDUCTORS ONLY. I POLYLOK I FFE: 12.0 /7 IoTRIBI ITION BOX GRADE EL. in 2 { E 7.7 4-3.0'DEEP LEACHING GALLEYS EXTERNAL COMPONENTS I.E. 8.4 t,. { E g p I (COMPRESSOR AND/OR PUMPS) TB-CONTROL PANEL TERMINAL BLOCK I TREATED EFFLUENT SAMPLES r. _ ___ TAKEN FROM CHAMBER 4 OR 5 TOP GALLEY PROVIDED BY OTHERS AND MUST BE I olJ of oo oV o EL. 8.5 U.L.APPROVED THERMALLY DASHED LINES REPRESENT FIELD WIRING 5'-5" © o N va',r-rs oae I 5,-5" ECIRCULATION FUJI CEN5 Nn�,,•s r r sl-ore � r, •. � LAC-NTI�C ��A��AQ--- PROTECTED PUMPS I ,�°L�;��°�"��°C>°�`�°q I.E. 8.2 TREATMENT _ _1' o 00 TANK I E 7 I / 6 I BOTT GALLEY I GROUNDING 4'aZ° 1„ �` °1 °r® BRANCH CIRCUIT PROTECTION AND CONNECT GROUND LUG IN PANEL TO A 8 q_� oCJ Jo�o�o` 01 L�' 4'. ASSEMBLY DRAWN BY: KM EL. 3.8 I EL. 5.0 MAIN DISCONECT PROVIDED BY SECURE EARTH GROUND 9 ^r�' °I�°(�°r)°�°G,' I I OTHERS AND MUST BE SIZED o' o, GW EL.2.01 ACCORDING TO PUMP/MOTOR ® 3 DATE. 11.09.23 HIGHESTE�CPECTED MANUFACTURING SPECIFICATIONS WIRING DIAGRAM ALL PIPE TO BE MINIMUM 4"0 NTS AEROBIC MEDIA SCALE: AS NOTED IA PROFILE AERATION ASSEMB SHEET CLASS 2400 SEWER PIPE BACKFILL WITH CLEAN S SAND AND GRAVEL VERTICAL SCALE: =1 -o° SECTION A-A VIEW SECTION B-B VIEW FUJI CLEAN CEN-5 STRUCTURAL DRAWING GALE: '=- OF 2 SHEETS , m _ t�3ft,?n$ r >: `i Ne'rSertok pwA t�ri't al3CA;A AV'? VAftiita ` P• Maii tubs Airpoii-21 N T. L orraine Fjor',l.D . r , EXISTING POURED CONCRETE RETAINING WALL FOR EXISTING PARKING AREA TO BE RE-CONSTRUCTED TO THE NORTH Paint TOP SOIL § ' PROPOSED IA-OWTS SUITABLE FOR 4-BEDROOMS - FUJI CLEAN CEN5 TREATMENT TANK (500 GPD) PT 0.5' r +Fish The Fork W/ PLASTIC DISTRIBUTION BOX DARSIILT BROWN I (POLYLOK 3017-206-6 OR EQUIVALENT) SM " 2 VENT FROM TANK VENTED THROUGH THE HOUSE 3.0 H BROWN Z �t AND ELECTRICAL CONTROL CENTER W/ GFI OUTLET SILTY SAND O & MAC80R11 AERATOR WITHIN VIEW ALL SITE DATA SUPPLIED BY PAUL BARYLSKI SURVEYING, U) 4-3' DEEP LEACHING GALLEYS (SUITABLE FOR SM s.o OAKDALE NY 05.31.23 REVISED X w 4-BEDROOMS) HIGHEST EXPECTED PALE BROWN SCTM#1000-123-8-21 / 9,761.1 SF /.22 ACRES � C) w/ NO ROOM FOR EXPANSION j� . 1 W G.W. EL.t2.0 SAND ELEVATIONS NAVD 1988 DATUM ��j- PROPOSED SITE PI-AN SUPPLIED BY Q G.W. EL.t1.0 SW $ SAMUELS & STEELMAN ARCHITECTURE o 00 I f j EDGE OF S 5°42'00"E PAL WET WN PAVEMENT SAND '^EXISTING WATERLINE 6�� v, TO BE REMOVED ` � -�- --- 30.00' LAND N/F __._ C WILLIAM CARMEAN W SW \ CHARLES W GAY ` 7 R� NANCY R ROSS 14.0' 1 TEST HOLE N 34 18 00 E PAMELA M ROSS _ 17.00' - WATER \ �, (PUBLIC WATER) O METED NO SCALE U nan), >' � �^ p TEST HOLE PERFORMED W � � N 55°42'00"V V BY ROY K. REISSIG 05.19.23 AT 11:30 AM O - - -"- O 33.33 � p > U) .� z • O c .. c o JAN 2 4 2024 W PROPOSED WATERLINE VINYL o EXISTING 3-BEDROOM RESIDENCE Q TO BE SLEEVED WITH 1.5" PEX PIPING sTE .IST SET ON A FULL FOUNDATION ,�X 1 EXISTING HOUSE TO BE RAISED IN PLACE W m Flo � g _ ... _ o0O,°� NEW FIFE: 13.0/ FIRST FLOOR FOOTPRINT: 1546.4 FT2 Q d' p EXISTING VINYL SHED . °° 1 3 EXISTING BEDROOMS TO REMAIN (4-BEDROOM TOTAL) I oo*ENGINEERS CERTIFICATION IS REQUIRED FOR ALL IAOWTS INSTALLATIONS. THE TO BE REMOVED 1 EXISTING TO BE RENOVATED w/A SECOND STORY ADDITION DESIGN ENGINEER MUST BE CONTACTED WHEN THE BOARD OF HEALTH/ WASTE � � 00 cu 1 STORY SINGLE FAMILY RRS TIC WATER MANAGEMENT INSPECTOR IS CONTACTED FOR INSPECTION. ALL SEPTIC r , EXISTING WOOD DECK FF E1 11.0 f i � � W �o U AND LEACHING FIELD COMPONENTS MUST BE VISIBLE. TO BE RAISED TO MATCH THE HOUSE ELEVATION -- 11 %- ""� " ` S6, ��, PROPOSED RETAINING WALLS TO F�,;, \ •s 0�,, REPLACE EXISTING CELLAR EXIT PROPOSED OUTDOOR SHOWER TO REPLACE EXISTING *NOTE: A MAINTENANCE CONTRACT & CONTINUOUS MAINTENANCE IS REQUIRED s o , EXISTING WOOD DECK o���"'". ° FOR THE PROPER FUNCTIONING OF ALL I/A TREATMENT TANKS TO BE RAISED TO ELEVATION 13.0 WITH HOUSE W D _ EXISTING DECK AT GRADE 0� 1 -OWTS SYSTEM GENERAL SPECIFICATIONS:APPLICABLE I/A ° TO BE REMOVED -- z D cK@ o RADE 1. THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 ARTICLE VII (SEPTI( � (o - INDUSTRY BUSINESSES) AND ENDORSEMENT J (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER) THROUGI 1 THE SUFFOLK COUNTY DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY COD[ HE p v LAND ¶ 563-79(II)(J). THE DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS MAINTAINS A LIST OF LICENSED I/A OWT: BRADLEY LIES 1 o EXISTING SEPTIC SYSTEM TO BE ABANDONED MAINTENANCE PROVIDERS. 2013 TRUST °o ,��, cv) Irv- AS PER SCDHS REGULATIONS (PUBLIC WATER) 1 co 2. ALL I/A OWTS MUST BE REGISTERED WITH THE DEPARTMENT IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNT` 1 CODE PRIOR TO THE DEPARTMENT GRANTING CERTIFICATION OF COMPLETED CONSTRUCTION ON "AS BUILT" PLANS. 3. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNEF MUST BE SUBMITTED TO THE DEPARTMENT PRIOR TO THE APPROVAL OF THE I/A OWTS REGISTRATION BY THE DEPARTMEN- BU KHEAD 1 LAND N/F IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. 1 DAVID A ROSS & 4. ALL INSTALLED UA OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY AND OPERATION/MAINTENANCE SERVICE } 1 � o ELIZABETH H ROSS CONTRACT. W Z PROPOSED ROOF RUNOFF DRAINAGE 1 N N IRREVOCABLE TRUST C,� INFILTRATOR HC HIGH CAPACITY CHAMBER 1 -N. PUBLIC WATER) U o ( ) 1 t� o ( 5. INSTALLATION AND USE OF THE I/A OWTS MUST CONFORM TO THE DEPARTMENT'S APPROVED I/A OWTS GUIDANCI -� V J(8 UNITS) 34"W x 75"L x 16"H 1 O_ DOCUMENT PREPARED IN ACCORDANCE WITH THE STANDARDS FOR "APPROVAL AND MANAGEMENT OF INNOVATIVE AN[ W O= v, w/ 12" OF COMPACTED COVER m ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEMS." THESE STANDARDS COVER VENTING AS FOLLOWS: W � I 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. VEN' Q w O 1 PIPES SHALL EXTEND A MINIMUM OF 6" ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMW ♦— Q � 11 03 o HORIZONTAL SEPARATION OF 12" TO THE SLOPED PORTION OF THE ROOF. IN CASES WHERE IT IS NOT PRACTICAL TO VEN" v J Y p �/� THE SYSTEM TO THE RESIDENCE ROOF, A VENT PIPE MAY BE PIPED TO THE EXTERIOR SIDE OF THE RESIDENCE AN[ w X Z V) _ TERMINATES A MINIMUM OF 18" ABOVE GRADE. THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF 3' FROM ANY WINDOV < 3 0 OR DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE. ALL VENT PIPES MUST HAVE MINIMUM DIAMETER OF 2". ry o 0 M Y H.W.M. — — _� �y`O 6. GARBAGE GRINDERS SHALL NOT BE PERMITTED WHEN AN I/A OWTS IS UTILIZED AS A MEANS OF SEWAGE DISPOSAL. It ") U 5-31-2023 ADDITION, WATER SOFTENERS SHALL NOT DISCHARGE INTO AN I/A OWTS. v, p O H N 83033'06"W 7. A CONTROL PANEL BOX MUST BE PLACED OUTSIDE NEAR AND WITHIN VIEW OF EACH STRUCTURE THAT IT SERE O VSTHI. �/ N 51.72► MUST PROVIDE A WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND VISIBLE ALARMS THAT CAN BE READILY SEEN AN[ �-+- HEARD BY THE OCCUPANTS OF THE BUILDING SERVED. THE DEPARTMENT RECOMMENDS A TELEMETRY DEVICE BE INSTALLE[ SANITARY SITE PLAN TO TRANSMIT IMMEDIATE REMOTE ALARM NOTIFICATION TO THE O&M PROVIDER NAMED IN THE O&M AGREEMENT. A GF GREAT 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 EQUIPMENT. USE A DEDICATED 120 VOLT AC, 20 AMP, SINGLE-PHASE CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL FOF BAY SERVICE TO THE FUJICLEAN CONTROL CENTER. � �� 8. THE MAC BLOWER REQUIRED FOR THIS INSTALLATION MUST BE INSTALLED ON A CONCRETE BASE. ENSURE ADEQUATI 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 RECOMMENDATION: DATE: 11.09.23 PROVIDED BY THE MANUFACTURER SHALL BE IMPLEMENTED. THERMOPLASTIC RISER COVERS WEIGHING LESS THAN 60 LB- 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 SAMPLE[ 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. 11. DETAILED INSTALLATION, OPERATION, AND MAINTENANCE REQUIREMENTS ARE TO BE FOUND IN ARTICLE 19 STANDARD: FOR UA OWTS SYSTEMS (12.29.17) SECTION 19-107. DETAILED REGISTRATION REQUIREMENTS MAY BE FOUND IN THE SAM[ DOCUMENT, SECTION 19-106. OF 2 SHEETS ARCHITEC 'S: SAMUELS+ ST .s.�ELMAN 25235 MAIN ROAD ( JTCHOGUE NY 11935 631.734.6405 CONSULTi `ITS: EXIST. ENTRY ECK TO BE REMOVED HALL U EXISTING I N u EXISTING DECK N BEDROOM #3bo EXIST. I BATH I� LOOR JOISTS TO REMAIN CEILING JOISTS TO BE REMOVED � � RIF _XTERIOR SHEATHING L J AND INSULATION g 6„ III TO REMAIN OWNER: W SIDING TO BE REPLACED i CHRIS A I:D MICHELLE ROSS I EXIST. HALL& 3340PA; KAVE BEDROOM #2 EXISTING LAUNDRY D zQ I I MATTIT( "K, NY 11952 WINDOWS TO BE REPLACED tn r REVISION: 9'-11 1/2" EXISTING I� °' PERMIT SI ;' 10.1.23 KITCHEN ABINETRY, FINISHES, II II( AND FIXTURES TO BE REVISION ERMIT SET 11.21.23 REMOVED RIF �-- Y/ L EXISTING EX. CL -� 1 I BEDROOM #1 I 16'-9" -j2 o F- LOORING TO BE REMOVED /,�!/,�ZL/7I�L/TII1/Tl�/TIa/TIIZITI�l/lldllZZZI ROO STRUCTURE TO---,_ EX. REMAIN 16-91/2" EX. CL CL. EX. EXISTING CL. EXISTING \\\ EILING JOISTS TO REMAIN ' MAIN BEDROOM DINING AREA s sa (V I S EXIST. BATH 0 ' . 7 v000 XTERIOR DOORS I `1 Z 0 BE REPLACED I JnJ \\\ III o LIVING EXISTING � �/ v EXISTING I I I GROOM III DECK III \ PROJECT DDRESS: 3340 PARK WE MATTITUC 'NY 11952 II — II 'o�� JR�y/T Eg 47.y qT 04436 OQ�' SOF NE�� DRAWN 8' KS DATE: 8.23.23 SCALE: 114"= 1'-0" DRAWING -3HEET NAME: _ DEM D PLANS PROPOSED DEMO PLAN SCALE: 1 /4" =V--0" JAN 2 4 2024 DRAWING SHEET NO: .. t 3 Alto� 01 ARCH/TEC '-S: SA MUEL S-a- 7'3 3/4" 9'-0 1/2" X\ STEELMAN co 4 25235 MAIN ROAD -- - - 1S_-3 1/4" „_ ---__--_ 9'-11 3/4 5'2 1/2 DN 3'-11 1/2" \3/4' _!TCHOGUE NY 11935 (V 631.734.6405 CONSULTi 'ITS: CLG HT 8'-0" v 1 V-71/2" BATH NEW DECK HALL a BEDROOM 1 .... . .:...:. H W � U v t`') STORAGE ' CLG HT 8'-0" OWNER: 3 4 — M E EC MECHANICAL , CHRIS A t0 MICHELLE ROSS i 0 MATTIT 11952 CLG HT 8'-0" � �K, N kDROOM 2 (V ro, -3" -7 3/4' HVACREVISION T-3 1 l2" "' v ---- — — - - -- - ------ BEDROOM CLG HT 8'-0" PERMIT St 10 1 23 - . .. CL REVISION ;RM/T SET 11.21.23 ..:.:. . ..... q I o M CLG HT T-6 UP M q ji-- 5'-2 1/ UP '-6 /4" 3'-0 1/4" i P. BATH LAUNDRY M c� �a V • M I \ \ MILLWORK P. BATH 1'-11 1/2" DINING AREA T-7 1/4" 15'-5 1/4" DN DW _ _ - 7'01/2" ' - 30"FRIDGE KITCHEN `" 3'-7 3/4" 8'-0 1/4" 1MNE STORAGE U PANTRY o 4 E .� co 1� TRASH r `= CLG HT 8'-6" _ � � (EXPOSED) � �LLG HT 8'-6" a� Or / a 36"FRIDGE (EXPOSED) �p ih i O t �- Z 01, DEN LIVING SPACE C ') i o - ------15'-0" NEW DECK cnla ss<' tS o> till m I a" "' PROJECT DDRESS: 3340 PARk AVE Q � MATTITUC 'NY 11952 41 D 1 NEW STONE TIO No" �1��12 elog DARCh'�T C • \� UP b, 19'3 3/4" G E: w U) 04436 � ,T�TFOF NE�N�O�`F„ 6 6112 - a DRAWN F KS DATE: 8.23.23 SCALE: 1/4"= 1-0,, i DRAWING v,'HEET NAME: I BASI -MENT PROPOSED BASEMENT PLAN PROPOSED FIRST FLOOR PLAN JAN 2 4 2024 FIRST FLOOR PLANS I CALE: 1 /4" =1'-0" SCALE: 114" =1=0" DRAWING SHEET NO: Ec ARCH/TEC `S: S A ` A p MUELS+ ST "�EL 25235 MAIN ROAD c JTCHOGUE NY 11935 631.734.6405 ; y . CONSULT, ITS: SLOPE 4/12 SLO E 4/12: I � I _ \ ��• O. :�o•:: o _ ga .:�'� JI�IIfII11iIlII I1I Ii!IIIl!I�I ...:L,_.i1IlIIII�III NTajjI':IiI1I� w1i;IIII _.L{1LLIL....I_.IjI!IiII�jIiIII _N__�I i1jIIIIii E....,.W I. 1II1lIIiI1II P. lH,iIIIIifiII A_.', 1111fIIL T llI�I[i,iI R, 8ll1fIl1IC�! * • ,lIII ._ lIIIII _;,i11l`I .,I 1[[[fi 1lIfIi`. .�1lILliIl II�If_... .,_.,.._, JEWASPHAL ROOF _1i1IIfI I!I 2.. \'. � OWNER: { CHR/S A JS�R� T M�N ICEU' H E A LE WLR, E SO„ ti R iOT KSS 3340PA. tAVEI Xlstl G ASPHALTE ROOF KYLIGH K NY L I l REVISION PERMIT SE i 10 1 23I I .I MIT SET'=R 11.21.2 3 N E SKYLI HTI - 1 , _ I _ .IEXISING S?HLRDOF G HT i t OFFICE Nol LG HT 8-0n M BATH CLG HT 8-0 HALL l J NEW SPHALT ROOF LZLL) CL CLG HT 10'-3"M. BEDROOM PROJECT .DRESS: 3340 PARk AVE MATT/TUC NY 11952 ROOF DECK DJEANO '6V 04436 0 OFN DRAWN B' KS DATE: 8.23.23 SCALE: 114 = 1'-0 DRAWING SHEETNAME: JAN 2 4 024 SEC )ND Roo = PLANPROPOSED SECOND FLOOR PLAN PROPOSED ROOF PLAN SCALE: 114" = -0" SCALE: 114" =V-0" DRAWINGMAN ;SHEET NO: ARCHITEC 3: SA MUELS+ \ \ / EW SECOND FLOOR ADDITION EELMAN Q�P EW SIDING THROUGHOUT STLevel ROOF RIDGE C6 / 25235 MAIN ROAD 24'- 11° ( ITCH 935 \ \ 631.734.6405 1 � ® Level ROOF SECOND CONSU LT,, ITS: 21'- 11" NEWIRAILING AT NEW ROOF DECK71 EW ROOF AT NEW ELEVATION R50 00 4S0° .....- ....... .... ..................- ....... .................. ... ..... ....... .................... .......... . . ........... .. ....... .......... o _ _.. ._-:......:M ......: - _-......_..__._____ _._.._...._.._._....- ....._.._...._._......_._..._._...._._...._.__ - -- - Level SECOND FLOOR ......................................... .. . ............... 13' 11" o L 12'- 11 Level CEILING OWNER: m NEW WINDOWS — "' CHRIS A ':)MICHELLE ROSS THROUGHOUT 3340 PA, AVE / 7 \ \ MATTITC .'K, NY 11952 NEW ENTRY DECKC9 co AT NEW ELEVATION z WITH RAILING PER � CODE — REV/SIOM w PERMIT Sl r" 10.1.23 Level FIRST FLR REVISION '_RMIT SET 11.21.23 EXISTING HOUSE 1ST FLOOR --- -- o� I I _ i N I � li n i II is ' Level GROUND BASEM NT BEYOND - E � Level FOUNDATION 0 I -5'- " I JAN 2 4 ?0 4 19: I . NORTH ELEVATIONS - �- _ E � SCALE: 1 /4" =1-O" \ \ ' / EW SECOND FLOOR ADDITION I L »J r � EW SIDING THROUGHOUT Level ROOF RIDGE Z ��P I Lu .. .;- - 24'- 11 ® Level ROOF SECOND = 460° 21' - 11" ego o m O v m INV�� NVNVNV \ PROJECT )DRESS: Level SECOND FLOOR 13'- 11" 3340 PARK WE MATTITUC NY 11952 Level CEILING 12'- 11" NEW ENTRY DECK - WITH SAME I/ FOOTPRINT AT Y \ NEW ELEVATION. RAILING BY CODE o o EEI ED AR co sp � I o Level FIRST FLR Ae cn II o I 4'- lilt 777 `" T,9 04436 O ii EXISTING HOUSE 1ST FLOOR FNEW II �2 �, I. O , � �� Al Level GROUND DRAWN 8' KS I I ..... BASEMENT BEYOND ... BA DATE: 8.23.23 i — 4�,_ 1,0„ cn SCALE.• 1/ , I i � Level FOUNDATION DRAWING HEET NAME ELE `\/ATIONS I ' I : SOUTH ELEVATIONS DRAWING SHEET NO: J AN 2 4 2024 k SCALE: 1 /4" =1=0" _. .._ ARCH/TEC S: SAMUELS+NEW SECOND FLOOR ADDITION ST """"'EL MAN NEW SID_I_N_G THROUGHOUT - - Level ROOF RIDGE 25235 MAIN AD _ . _. c rTCHOGUE NY 11935 631.734,6405 _ ..... _.. _. .._ ._. _.. ._..._........_......... . .__.._.._... ... . ._....... .._. _....._...._...... . . ..... . ......... ULT� 'ITS:.. eve ND 2 - 1" NEW RAILING AT NEW ROOF DECK --NEW ROOF AT NEW ELEVATION NEW WINDOWS THROUGHOUT EW ENTRY DECK AT NEW ELEVATION Eo WITH AILING PER COD..., ..:.:.. .. . ......: I - I'll, _.-._.... .._.�.._. . _ Level SECOND FLOOR 13'- 11" LINE OF EXISTING HOUSE - Level CEILING 12'- 11" OWNER: CN CHRIS A ',�MICHELLE ROSS 3340 PA, jC AVE - MATTIT( 'K, NY 11952 Ir o z co uj REVISION, L I PERMIT SI 10.1.23 I .. Level FIRST FLR REVISION =RMIT SET 11.21.23 4'- 11 11 7ql � EXISTING HOUSE 1ST FLOOR ------ ----- - !III 04 it I' - I I i � I I' I I .I r i' II l Level GROUND II ; BASEMENT BEYOND ...... ro - -- ----- e FOUNDATION 51. 011 JAN24 ? 4 I I I I I I I , EAST ELEVATION - �- SCALE. 1 /4" =1=0" (i - wad L� L NEW SECOND FLOOR ADDITION 140 6.,11111 -- - Level ROOF RIDGE Z NEW SIDING THROUGHOUT 24 11 Level ND � U C, U NEW ROOF AT NEW ELEVATION - 00 PROJECT :DRESS: NEW WINDOWS THROUGHOUT L _,_.. .._...........�,,.....__._.._ „M _._, , _.. R 13' 11° 3340PARk .AVE _ Level SECOND FLOG _ MATTITUC NY 11952 LINE OF EXISTING HOUSE " `? Level CEILING 12'- 11" v NEW ENTRY DECK AT NEW ELEVATION \A. A0 � ��EFtED ARC G� \NE JEA/Vs I ,. Level FIRST FLR I - 4 - 11 II �'T,9T 04436 i I I 11 III L \ \ N EXISTING HOUSE 1ST FLOOR FOF NE�� j : kl'i I ! N Level GROUND OIL: DRAWN B' KS BASEMENT BEYOND DATE: 8.23.23 MI 1/4„= 1,0„ _ SCALE: _ Level FOUNDATION DRAWING -,HEFT NAME: 5' 0ll ELEIIATIONS : : I : I � i WEST ELEVATION DRAWING ')HEFT NO: SCALE: 1 /4" = 1-0"