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Home My WebLink About44723-Z �Q�SUFFotK�o, TOWN OF SOUTHOLD 1 ay BUILDING DEPARTMENT 1. TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44723 Date: 2/21/2020 Permission is hereby granted to: Froehlich, William.& Anne 6130 Peconic Bay Blvd Laurel, NY 11948 To: demolish an existing single family dwelling and accessry garage as applied for. At premises located at: 6130 Great Peconic Bay Blvd, Laurel SCTM #473889 Sec/Block/Lot# 128.-2-6 Pursuant to application dated 2/21/2020 and approved by the Building Inspector. To expire on 8/22/2021. Fees: DEMOLITION $567.70 Total: $567.70 A 1 � Building Inspector TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Suryey Southoldtownny.gov PERMIT NO. p� Check Septic Form N.Y.S D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved '20 Mail to: Disapproved a/c Phone: Zc)j '3tcic Expiration 20 a i ing Inspector FEB 2 1 2020 APPLICATION FOR BUILDING PERMIT Date t-7_, 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demo 'tion as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing cod and regulation and to admit authorized inspectors on premises and in building for necessary inspections. (Sigure of applicant or naive,if a co I ration) lee6ecy;c_A v (Mailing address f applica t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises c U�f�� r--V'19e (IL�� (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate,officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. ocation of land on ch proposed}Lork w3],l b do e: 1OLe-1 e-.,o vvlev ouse Number Street Hamlet County Tax Map No. 1000 Section f--2-s� Block 0,;7— Lot �lD Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building e Addition Alteration Repair Removal Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6 If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES-)C—NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Afe there any.,covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH (S)He is the Notary Public,State of New York No 016116185050 (Contractor, Agent, Corporate Officer, etc.) Qualified in Suffolk County Commission Expires April 14,2Djlu of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to efore me this—. o� day of r P-o L /AZ'4XX V, Notary Public Signature of App ' ant r nationald grd February 3, 2020 Anne Froehlich 6130 Peconic Bay Blvd Laurel, NY 11948 Email:annemfroehlich@ mq ail.com; -grandbanksII2@gmail.com National Grid WO#T102282179—6130 Peconic Bay Blvd, Laurel To Whom It May Concern: This letter is to advise you that the natural gas service line to the above location was physically disconnected on January 31, 2020. Please note per the customer's request, the service line was cut 50'from the building. Please advise your contractor that care should be taken not to damage or remove the existing gas valve curb box. This curb box will be used in the future by National Grid to reconnect the gas service line to this property. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, but not more than 10 working days in advance of starting work, not including the day the call was made. The number to call is either the nationally sponsored"811", or the local number for NYC/LI area, 1-800-272-4480.This confirmation letter of a gas cut-off does not relieve the excavator of making this"811"call. If you have any further questions, kindly contact me at 631-348-6150. Respectfully, Evan T. Steffens Senior Supervisor Gas Customer Connections NY nationalgrid February 3, 2020 Anne Froehlich 6130 Peconic Bay Blvd Laurel, NY 11948 _Email: annemfroehlichC7, gmail.com; grandbanksII2@gmail.com National Grid WO#T102282179—6130 Peconic Bay Blvd, Laurel To Whom It May Concern: This letter is to advise you that the natural gas service line to the above location was physically disconnected on January,31, 2020. Please note per the customer's request, the service line was cut 50'from the building. Please advise your contractor that care should be taken not to damage or remove the existing gas valve curb box. This curb box will be used in the future by National Grid to reconnect the gas service line to this property. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, but not more than 10 working days in advance of starting work, not including the day the call was made. The number to call is either the nationally sponsored"811", or the local number for NYC/LI area 1-800.272-4480.This confirmation,letter of a gas cut-off does not relieve the excavator of making this"811"call. If you have any further questions,kindly contact me at 631-348-6150. Respectfully, Evan T. Steffens Senior Supervisor Gas Customer Connections NY USUNT 1/10/2020 ANNE AND WILLIAM FROEHLICH Service To: PO BOX 39 6130 PECONIC BAY BLVD LAUREL,NY 11948 LAUREL,NY 11948 Customer Project#:900000105028 Dear ANNE AND WILLIAM FROEHLICH: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate (NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have any questions regarding the above,please contact Building &Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Carolyn Mackin—Manager/ Building&Renovation Services PSEG-LI NOTES: 1. ELEVATIONS ARE REFERENCED N. 1988. DATUM EXISTING ELEVATIONS ARE SHOWN THUS:xxx G.FL - GARAGE FLOOR SURVEY ®F PROPERTY �G 2. BUILDING COVERAGE = 3,092 sq. ft. OR 14.1% OF LOT AREA (INCLUDING GARAGE & PROPOSED HOUSE) SI T UA TE 3. MINIMUM I/A OWTS SYSTEM CAPACITIES FOR 5 BEDROOM HOUSE IS 550 GPD. LAUREL FUJI CLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. MINIMUM LEACHING SYSTE'd FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 4 LEACHING GALLEYS; 8.5' LONG, 4.75' WIDE, 4' DEEP TOWN O F S O U T H O L D L---1 PROPOSED FUTURE 50% EXPANSION GALLEY F-01 PROPOSED 8.5' LONG x 4.75' WIDE x 4' DEEP LEACHING GALLEY SUFFOLK COUNTY, NEW YORK PROPOSED TFUJI CEN-7 REATMEN N SYSTEM S.C. TAX No. 1000- 128-02-06 4. ALL HOUSES WITHIN 150' ARE CONNECTED TO PUBLIC WATER. SCALE 1 "=30' 5. THE HOUSE IS CURRENTLY CONNECTED TO PUBLIC WATER. AUGUST 10, 2015 ISA OWTS SYSTEM - (NOTES) APRIL 2016 PROPOSED GARAGE JANUARY 2, 2017ADDPROPOSEDGARAGE \\ 1. MINIMUM /A OWTS SYSTEM CAPACITIES FOR 5 BEDROOM HOUSE IS 550 GPD. FEBRUARY 20, 2017 STAKE PROPOSED GARAGE USE FUJICLEAN CEN-7 TREATMENT SYSTEM RATED FOR 700 GPD. 2. A 1OFT MN. DISTANCE BETWEEN I/A SYSTEM AND HOUSE SHALL BE MAINTAINED NOVEMBER 3, 2017 ADD PROPOSED GARAGE DRAINAGE 3.G <�"� 4. NLTALOLINTS ER MUSTL BE SEALED So HOD A CURRENTTANK IS LIQUID WASTER LICENSE PURSUANT TO CHAPTER 563 JUNE 7, 2018 ADD PROPOSED HOUSE 1 �P MAY 27, 2019 REVISE SITE PLAN ARTICLE bll WITH ENDORSEMENT J. 5. I/A SYSTEM MUST BE REGISTERED WITH THE SUFFOLK COUNTY BOARD OF HEALTH IN SEPTEMBER 25, 2019 ADDED BUFFER p J0 ( ACCORDAI'CE TO ARTICLE 19. JANUARY 27, 2019 REVISE SITE PLAN 5��e �`�� • 6. OWNER SHALL EXECUTED 0&P CONTRACT WITH THE MAINTENANCE PROVIDER AS PER ARTICLE 19. J �r1 0 tr �5 7. VENT I/A WITH A MIN 2" DIA PIPE TO THE EXTERIOR SIDE OF RESIDENCE AND TERMINATE 18 AREA = 21 ,907 s ft. INCHES A30VE GRADE WITH A CARBON FILTERED DEVICE LOCATED 3 FT FROM ANY WINDOW CI' ,X/ OR DOOR 0.503 ac. •' �� rL0 8. ELECTRICA_ CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE IN VIEW OF THE D� SYSTEM L)CATION. 9. PANEL SHALL MEET (NEMA) 4X SPECIFICATIONS. 10.CONDUIT SHALL HAVE APPROPRIATE SEALS TO PREVENT GAS AND MOISTURE FROM • f REACHING THE CONTROL PANEL. �pV 11.SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL 15.5 ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY �� OCCUPAN-S OF THE RESIDENCE SERVED. L A' O ��' F��°� o Jl 12.AERATOR AND OPERATING COMPONENTS SHALL BE ACCESSIBLE AND SERVICEABLE FROM ACCESS OPENINGS. .' ! •�� V 91 o P� J O �O �fi b G o '.a, Q0 r 0 � \ ern�� N 2-1/2'VENTILATION PIPE SCUM BAFFLE B CHAMBER Volume(gal) + • 1VP��FR \ -2 ® Sedimentation Chamber 397 (f ' -1" ® Anaerobic Filtration Chamber 396 0. m Aerobic Contact Filtration Chamber 181 " JAG• <^ ® Storage Chamber 90 �° ''P,s ,-RECIRCULATION 4 X•' AIR LIFT PUMP m Disinfection Chamber 6 • • \ / ISINFECTION Total Volume 1069 CYLINDER (OPTIONAL) ppr� F •Yp4 \� 4"INLET PIP 1 �. / "OUTLET PIPE SPECIFICATIONS 1 4 !A Anaerobic Media PP/PE Filling Rate 32% 4'-eA"- ` Boazd e Aerobic Media PVC/PP/PE I Filling Rate 1T/o m Aerobic Media PP/PE Fill ng Rate 55% Blower 2.8 cfm --EFFLUENT INLET BAFFL 'Tank FRP 4 ' 5 f AIR LIFT PUMP Z S G 1 Piping PVC/PP/PE \S• ; �q i �CIA / \, X m Access Covers Plastic/Cast Iron T m Disinfectant((Optional) Chlorine Tablets l0 a • A A. �> 0 `-1 IR INTAKE C t; FECIRCULATION PIPE OW BAFFLE �+ • p f FL)W OPENING(TYP. (CLEANING OPENING) B PLAN VIEW O,tr; ��G GnU1 0 o t ' •o �� IS, \ � ISINFECTION 18"MANHOLE(TYP 18" MANHOLE(TYP 24" MANHOLE(TYP CYLINDER (OPTIONAL) 4" MANHOLE ZO 0' ; P ` /N 4$P OW OPENING • `C� �[ OARD TYPE CONTACT MEDIA o�FRti a ; \ - ECIRCULATON s;' �'` ' ® ASSEMBLY in I 4'-11" x 4' + uS\\ A9P. . \ .gyp• ;S. \ H NDN z p G) 3 EROBIC MEDIA UrlI \ � Y O 1JNI ERATION ASSEMBLY 'OOH �\ •° �° ?^� Q � \ \ TEST HOLE �� m� NOO�MPOS� SECTION A-A VIEW 2V �, I 14.z 147 ® c SECTION B-B VIEW y Z \ tr TEST HOLE DATA a ° i� ae� •:. `� ee FUJI CLEAN CEN-7 TREATMENT SYSTEM DUG BY NATHAN T. CORWIN 111, L.S. ON 1112012019 ' �p�; zQ� (NOT TO SCALE) TOP SOIL 0.5' `mss �,` rn�r 152oE. BROWN SILTY SAND SM O ,•. + '.':; ': • .� \ 1.4.9 ,,'.'�.�•.i;,. ..:.^. :. y11 PALE BROWN FINE TO O COARSE SAND SW •'° 2� \ f RACK HIGHEST EXPECTED GROUND WATER �G p :;'• ,'<:': 9 PGS E_L._- -----__ -- 11.9' 1' ABOVE AVERAGE HIGH WATER MARK \ y' "''`'• GPR EL. 1.1' HIGH WATER ELEVATION 1.8' F' o \N• \ y 13.6' OBSERVED GROUND WATER r� ;.. 'y•.'... \ o deep PALEWATER IN BROWN FINE TO °' �G'G � � COARSE SAND SW ° 14.6 14' °• U �'^ TYPICAL STORMWATER UNIT �� R > > (TOPS TO BE TRAFFIC BEARING) �1GFovtt5ps10 N (NOT TO SCALE) w'��1N�5 pR aGPs1�o ................. .::....:. '.: a Nt G� O CAT IRON INLET FRAME & COVER NANO aR1NytPaWt9 (FLOCKHART #63518 TYPE 6840)ISHEDwj1 PL \N�EW� /� 8` TRAFFICBEARINGSLAB GRADE OR 6" THICK REINFORCED CONC.(mOoXE) �yPP EKISON6ERESVPp T''00 A..: . 0 ::::.::. �n �-- PIPE FROM ROOF GUTTERS 3 rn'" O e t CRUSHED 3/4" - 1-1/2" STONE o • T '„ \36, \ ALL AROUND 1if 55 f` f�.4 a LEACHING RINGS '(ORS ` in REINFORCED PRECAST CONC. Z S OVS� • ) .- � S,(3 3'-0" 4000 PSI ® 28 DAYS 3,_0• ANS 1 RP�E Ov�� )).s`1 a5 ..� t 1°Z��a1, 6� C,GONC (min.) 4• (min.) N s deop Or" �+ of E 8, d1a•��.fy.\E\-\' � ) 'I'�1�0 0 9�. GROUND WATER DRAINAGE SYSTEM CALCULATIONS: NEW ROOF AREA: 2,350 sq. ft. � �_� 2,350 sq. ft. X 0.17 = 400 cu. ft. N+�0 3. 1. o 400 cu. ft. / 42.2 = 9.5 vertical ft. of 8' dia. leaching pool required PREPARED IN ACCORDANCE WITH THE MINIMUM PROVIDE: (2) 8' dia. X 5' high STORM DRAIN POOLS �oSjEP/ ��W4� 6� ° P`� STANDARDS FOR TITLE SURVEYS AS ESTABLISHED NEW DRIVEWAY AREA: 3,200 sq. ft. 2d \ � °p0 BNGN P�RNFA01, 0B 5�`e ORBY THE SUCHI USE BYNTHEPNEWVED YORKNSTADOPTE LTAEDD 3,200 s ft. X 0.17 = 544 cu. ft. ED N• v q' 0`� GE BUA AGN p B TITLE ASSOCIATION. 544 cu. ft. / 42.2 = 12.9 vertical ft. of 8' dia. leaching pool required ��$PN X98' N,Ac° O YYY -•-•-. PROVIDE: (2) 8' dia. X 7' high STORM DRAIN POOLS w000 G �' P'nth. y 24"0 COMPONENTS THIS ACCESS ONLY PROPOSED SEPTIC SYSTEM DETAIL �` �` SKµ" ''' 7 20'0 HDPE SECURE HEAVY COVER BY POLYLOC 20' SAFrY SCREEN BY POLYLOC (TYP.) (NOT TO SCALE) �) y "r "' HOUSE FINISHED GRADE FINISH GRADE Y t 6 s ELEV. 17.0 ELEV. 15.0' ELEV. 15.0' PRECAST REINFORCED CONCRETE COVER `•',� /'�y A CLEANOUT BURIED 1' DEEP min. 2' DEEP max. \ F t MIN 4" dia. `, `' "`4 ' N.Y.S. Lic. No. 50467 MIN. 4' DIA. TOP EL. 13.5 1' MIN. , APPROVED PIPE B" - .�. INV. EL. PITCHED 1/4'/1' APPROVED pipE LEACHING LEACHING I/A OWATS TANK in. PITC 14'1' INVERT / H 1/8%1' GALLEY GALLEY -PSAND CLEAN UNAUTHORIZED ALTERATION OR ADDITION FUJI CLEAN CEN-7 INVERT o o n jj�� Nathan Tait Corrin fel ELEV.Ig p: TREATMENT SYSTEM ELEV.13 INV. EL. 12.7 o COLLAR �!1 EDUCATION 72LA OFSTHEVNEW TIYORK STATE �` yy EDUCATION LAW. ° -�-8 BID'-s ?W COPIES OF THIS SURVEY MAP NOT BEARING Land S u r v e o r } --8.2"_ Z�? -_--HIGHEST EXPCCTED GROUND WATER THE LAND SURVEYOR'S INKED SEAL OR --------------- ---- --------------------- -------------- --- ELEV. 2.8' EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. BOT. EL. 8.9' BOT. EL. 9.0' CERTIFICATIONS INDICATED HEREON SHALL RUN GROUND OBS=RVED WATER ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. FUJI CLEAN CEN-7 LEACHING GALLEYS C I ELEV. 1.1' IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. TREATMENT SYSTEM 1. MINIMUM LEACHING SYSTEM FOR 5 BEDROOM HOUSE IS 400 sq ft SIDEWAL AREA. TITLE COMPANY, GOVERNMENTAL AGENCY AND 4 GALLEYS; 4' DEEP, (8.5'x 4.75') LENDING INSTITUTION LISTED HEREON, AND Title Surveys - Subdivisions - Site Plans - Construction Layout 5 BEDROOM HOUSE, SINGLE FAMILY DWELLING - 550 GALLONS PER DAY 2 LEACHING GALLEYS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CO'JCRETE OR EQUAL) TO THE ASSIGNEES OF THE LENDING INSTI- USE: (1) FUJI CLEAN CEN-7 TREATMENT SYSTEM - 700 GALLONS PER DAY LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS. ( TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631727-1727 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE EQUAL). THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS 4. A 10' min. DISTANCE BETWEEN LEACHING GALLEYS AND WATERR LINE SHALL BE MAINTAINED. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING GALLEYS AND SEPTIC TANK EHALL BE MAINTAINED. AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947