Loading...
HomeMy WebLinkAbout21695 Soundview Town of Southold P.O Box 1179 ` Southold, NY 11971 * * * RECEIPT * * * Date: 09/07/22 Receipt#: 305676 Quantity Transactions Reference Subtotal 1 Excavation Permits 1605 $550.00 Total Paid: $550.00 Notes: Payment Type Amount Paid By CK#4492 $550.00 Patriot, Contracting Corp Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Patriot, Contracting Corp PO Box 351 Westhampton, NY 11977 Clerk ID: JENNIFER Internal ID: 1605 Permit No. RECEIVED TOWN OF SOUTHOLD SlIFFOt/r HIGHWAY DEPARTMENT 0 °o= Peconic Lane o N ��� ,. Peconic,New York 11958 v (631)765-3140 y�ol 49 SOuthOid lbwn Cleo we wePPLICATION/PERMIT FOR HIGHWAY EXCAVATION AND REPAIR APPLICATION IS HEREBY made to the Superintendent of Highways of the Town of Southold for the issuance of an Excavation Permit pursuant to Chapter 237 of the Code of the Town of Southold,Suffolk County,New York,and other applicable laws,ordinances or regulations for each individual contiguous excavation project herein described. The applicant agrees to comply with all applicable laws, ordinances,codes and regulations,the attached"General Conditions of Permif'and"Special Conditions",if any and to permit authorized inspectors to make necessary inspections of the job site. Print ori, 1. Name of Applicant Phone Number Addres of Ap licant 2% ((O� CGI ac c C (6Qb3)' � - Name of Contractor Phone Number Address of Contractor NY I( I�7 3. Name of Property Owner Requesting Service(if applicable) Address of Owner//l� Work Description and Location(Street Number,Hamlet,Cross Street) (a) Is construction located within 75 feet of tidal wetlands? *Yes No *If yes,other Town permits may be required. io�cQ ��r�01rp.CCA--A NOTE: All information requested by this Signature of Applicant Application/Permit Form is Required for a complete application! Date 5. (a) Attached plot plan to reasonably and adequately describe the proposed work Provide accurate schematic site plan showing the location of all proposed excavations and relationship to adjoining premises,public streets or areas,and give a detailed description of all site and pavement restoration work. (b) Attach all other necessary permits and licenses for this project. (c) Work covered by this application may not commence before issuance of a Highway Excavation Permit by the Town Clerk. 6. Tax Map No.: District 1000 , Section Block Q l , Lot 7. Starting Date: q/ 1 [ /a,a Completion Date: 8. Work Schedule: Phase Completion Date Excavation Work Schedule Facility Installation Must be provided Backfill&Completion for consideration as a Pavement Replacement Complete Application. 9. Under which authority is application being made: fJe C_e_) SO ( -1 lC See Town Code Chapter 237(E)-Provide Resolution by,or authority from,the Utility being modified. ��/10. Estimated Cost of Proposed Work: $ & 11. Remarks: �)��L"1��Q rU_^" Z°JfY� A, (j-1� n?�ad Geer J i&q � k / �v e'er- eCo3S Ln ce-.5 1 g- a D-39 C,LS ?-O—r U&P 1 of 3 12. Insurance Coverage:(Attach Copy) (a) Insurance Company: ck rn FCLYY tu (b) Policy#: (c)State whether policy of certification on file with the Highway Department: (-�- Oe (d)Coverage required extended to the Town: Any Loss including Bodily injury,property or commercial injury caused by or attributable to the work performed: $1,000,000 per Occurrence and$2,000,000 general aggregate. 13. Security: (a)Surety Bond or Certified Check provided in the total Amount of$ (b)Maintenance Bond provided: 2 years or 3 years. 14. Fees for Applications and permits: Basic Application Fee for Each Project Location - $500.00 A Project Location would include each Bell Hole and/or every road opening or excavation within any 50'Radius whether or not they may be inter-connected by open trench or directional boring. The total number of Project Locations shall be subject to the approval of the Highway Superintendent. Al. /Service Connections excavations @$50.00 $ Q No. A2. /Additional Excavations same service @$20.00 $ No. B. Trench Excavations 18"in depth or less Total Lineal Footage of Excavation; L.F.@$10.00 $ C. Trench Excavations 18"in depth to 5'in depth Total Lineal Footage of Excavation; L.F.@$30.00 $ D. Trench Excavations 5'in depth and over Total Lineal Footage of Excavation; L.F.@$50.00 $ E. Utility Repair Excavations @$1,000.00/Each $ No. Additional Repairs of Same Service @$500.00/Each $ No. TOTAL$ F. Official Notice to public utilities-proof must be provided and Shall be attached to this application prior to issuance of permit. Authorization is hereby granted to the Town Clerk of the Town of Southold to issue a Highway Excavation permit to: in accordance with this application and subject to the"General Conditions"and"Special Conditions"of permit(if any)attached hereto. SUPERINTENDENT OF HIGHWAYS TO F SOUTHOLD,NEW YORK EL U: GoObW C N ��2C/22 q Date Date Received by the Town Clerk l 7( 2- Z Date Permit Issued 71 7(Z Z Permit No. ( �S NOTE: Permit expires one(1)year from date of issuance. No work to start without 24 hour notice to Superintendent of Highways. Permit must be available at all times for inspection,on site,during construction. D-39 2 of 3 r7 -Su G y to� Ccn�&LA" CureI '-j ?Ll6qS 5'Ou'v#L/ lfw AvE f_7 ST'S uc7-1v,-/ (�s ----------- i cj 106 6 G, a` p 0 6b FT Ell /lA VeO Lt POP c t- 0 1470pur /M ETC SUVP,l LT) cru��U �'�. C�T 440 (,-P fG�-tom- C-Ao5S-(lv6,- Copy Distribution: Permit# I u o Highway Department Engineer(with page 3) Applicant Town Clerk(Original) INSPECTOR'S RECORDS Inspection Date Findings(use code) Applicant Notified 1 St 2nd 3rd 4t' (To Permit Clerk) REMARKS CODE IB Improper Barricades IL Improper Lights ST Sunken Trench or Excavation UTM Unable to Measure(due to backfilling) BUC Building Under Construction WIP Work In Progress DB Improper Backfill(too high,not sufficient) HFS Inspector Holding for Final Settlement of Excavation RFR Ready for Repair D-39 3 of 3 GENERAL CONDITIONS OF PERMIT APPLICATION/PERMIT FOR HIGHNVAY EXCAVATION AND REPAIR I. Permittee's Contractors to Comply with Permit Requirements: The Permittee is responsible for informing its independent contractors, employees,agents and assigns of their responsibility to comply with this permit, including all special/site specific and general conditions imposed by the Highway Superintendent while acting as the permittee's agent with respect to the permitted activities,and such persons shall be required to comply with all pen-nit requirements. 2. No Right to Trespass or Interfere with Private Property Rights: This permit does not convey to the permittee any right to trespass upon the lands of adjacent property owners in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the pen-nit. 3. Protection of the Highway and Future Highway Maintenance: If future operations or highway maintenance projects by the Town of Southold require an alteration in the position of the utility, structure or work herein authorized,or if,in the opinion of the Highway Superintendent the work performed under this permit shall cause unreasonable obstruction to required highway maintenance or endanger the health, safety and/or welfare of vehicular or pedestrian traffic,this permit shall be revoked and the utility, structure,ill,excavation, or other modification of the highway hereby authorized shall not be completed. Additionally,the permit may be revoked if the Highway Superintendent finds that the issuance of the permit was illegal_ or unauthorized or that the appl_icznt failed to comply with any of the terms and conditions of the permit or Chapter 237 of the Town Code. 4. Revocation of the Permit by the Highway Superintendent: If the Highway Superintendent deems it necessary to revoke this permit and the project hereby authorized has not been completed,the applicant shall,without expense to the Town and to such extent and in such time and manner as the Superintendent may require,remove all or any portion of the uncompleted utility, structure or fill and restore the site to its former condition. 5. Notice of Commencement: At least 24 hours prior to commencement of the project,the permittee and/or contractor shall notify the Town Highway Department in writing that they are fully aware of and understand all terms and project conditions of this permit. Upon completion of the work,the contractor shall provide photographs of the completed work to the Town Highway Department and request a Final inspection. 6. Storage of Equipment&Materials: The storage of construction equipment and/or materials shall be confined within the project work area and/or adjacent areas where permission/legal access has been obtained in a manner that does not interfere with normal highway traffic. 7. Utility Mark-Outs: The Applicant/Contractor shall be responsible for verification of all existing utility mark-outs and shall take all precautions to protect same. Damage to existing utilities shall be the responsibility of the contractor and shall be repaired at the contractor's expense. 8. Road Closures: All scheduled road closures must first receive written permission from the Southold Town Board prior to closing a road. Temporary lane closures may be permitted with the approval of the Highway Superintendent. This item will included but not be limited to the installation of appropriate signage and flag men to stop and start traffic to allow for single lane traffic. Road Closures due to unforeseen emergencies require immediate notification of the Highway Department and shall be limited to immediate and/or expedited restoration of the Work Zone. 9. No Construction Debris in Road Shoulder Area: All Construction Debris shall be removed from the job site on a daily basis. All stockpiled soil as well as all other project materials that will be staged within the Right-of Way must be delineated with reflective signage or other means to meet the minimum requirements of the NO'S DOT Construction Standards. of � GENERAL CONDITIONS OF PERMIT APPLICATION/PERMIT FOR HIGHWAY EXCAVATION AND REPAIR (Continued) 10. Install,Maintain Erosion Controls: Required Erosion Control Measures (i.e. silt fencing)is to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good functional condition until thick vegetative cover is established. 11. Clean Fill Only: All project back-fill shall consist of clean sand, gravel or soil (NOT asphalt,sla, flyash, broken concrete or demolition debris). All unsuitable soils excavated at the site(i.e.Clay,Bog, etc.)are to be removed from the site and not used to backfill any excavation within a Town Highway. 12_ All Areas of Soil Disturbance: All areas of soil disturbance resulting from the approved project shall be stabilized to the satisfaction of the Highway Superintendent immediately following project completion. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw,hay mulch and/or jute matting until weather conditions favor germination. 13. Backfill& Compaction of all Excavations: Back Fill shall consist of clean fill or soils which exhibit a well-defined moisture density relationship as determined to be in accordance with ASTMD 698. Fill shall be placed in maximum lifts of twelve(12")inches thick and shall be mechanically compacted to a Ninety- five(95%)percent maximum dry density. Suitable hydraulic compaction by water jetting at three-foot intervals will also be permitted subject to a project specific approval by the Highway Superintendent. 14. Restoration of the Road Shoulder Area: All man-made improvements located within existing road shoulder areas must be protected to the greatest extent practical. Items would include but not be limited to driveway&private road aprons,mail boxes, sprinkler systems,trees and ornamental plantings. Excavations through driveways and private road pavements must be reconstructed to meet all requirements of Southold Town Highway Specifications. All pre-existing road shoulder improvements that have been disturbed during construction must be replaced or repaired by the contractor to the satisfaction of the Highway Superintendent. 15. Schematic Plans with all Technical information and Scope of Work: To reasonably and adequately describe the proposed work,accurate schematic site plans must be provided to show or indicate all proposed construction activity required under this permit. All Pavement surfaces scheduled for excavation must be saw cut to the full depth of asphalt and/or concrete pavements. Accurate size of bell holes or width of trenching must be indicated by dimension or labeling. This schematic site plan must provide details on all restoration required to meet the requirements of these General Conditions and requirements found in the Southold Town Highway Specifications. 16. Pavement Reconstruction: All Pavement sections must be reconstructed in the following manner; (Note:When Concrete Pavements are Present;Please review Restoration requirements with the Highway Superintendent) a) Complete all back-fill &soil compaction work as needed to provide a suitable sub-base; b) Over-cut existing asphalt bell hole or trench by twelve(12")inches on all sides; c) Install a compacted lift of 4"thick Stone Blend base(RCA Blend must meet NYS DOT Specification); d) Install a two and one half(2.5")inch compacted lift of Asphalt Base Course; e) Install a one and one half(1.5")inch of Asphalt(Type 6)Wearing Course. (Provide AC at all joints) All work listed herein must meet the minimum requirements of the Southold Town Highway Specifications. 17. Trenching of Pavement Surfaces Exceeding One Hundred (100') Feet in Length: All trenching of pavement surfaces exceeding 100' in length must first be reconstructed to meet the requirements of Item # 16 as noted above. Once all pavement reconstruction is completed to the satisfaction of the Highway Superintendent,the entire road section and/or width of road over the entire length of trench shall be repaved with a two(2") inch lift of Asphalt(Type 6)Wearing Course(Typical,shoulder to shoulder). oss.� Ret, W IS) DATE(MMDD/YYYY) ACOR"� CERTIFICATE OF LIABILITY INSURANCE ik., 08/25/2022 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS. CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WANED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTANAME:CT Matthew Daley Farm Family Insurance a"c°No Ext: 631-744-3350 a No; 631-7443383 85 Echo Ave-Suite 2 E-MRess: matt.daley@farm-family.com INSURERS AFFORDING COVERAGE NAIC# Miller Place NY 11764 INSURERA: Farm Family Casualty Ins Co 13803 INSURED INSURER B, Patriot Contracting Corp INSURER C: PO Box 351 INSURER D: INSURER E: Westhampton NY 11977 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF MM DDr POLICY EXP LTLIMITS R A X COMMERCIAL GENERAL LIABILITY 3102X1171 07/12/2022 07/12/2023 EACH OCCURRENCE $ 1,000,000 DGE TO RETE CLAIMS-MADE X OCCUR PREM SES Ea occu ence $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY�jE O- F LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEODULED AUTOS ONLY AUTS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident A UMBRELLALIAB OCCUR 3101E3775 07/12/2022 07/12/2023 EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION 3103W7433 01/17/2022 01/17/2023 X STATUTE ETH AND EMPLOYERS'LIABILrrY Y I N ANYPROPRIETOR/PARTNER/EXECUTNE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBEREXCLUDED? Y NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Excavation CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 53095 Main Rd THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Southold, NY 11971 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD OCTOBER 18, 2017 SURVEY OF LOT COVERAGE CALCULATIONS ` MARCH 30, 2018 - ADD PROPOSED HOUSE landward to top of bank APRIL 12, 2018 - ADD COASTAL EROSION HAZARD LINE PROPERTY (area = 20,462 SF) SEPTEMBER 25, 2018 - ADD ATTACHED GARAGE SITUA TE PROPOSED JANUARY 23, 2019 - MISC. REVISIONS VILLAGE OF SOUTHOLD COVERAGE BREAKDOWN JULY 10, 2019 - AS PER ZBA COMMENTS TOWN OF SOUTHOLD HOUSE = 2,099 SF SEPT. 29, 2020 - AS PER TRUSTEES COMMENTS SUFFOLK COUNTY, NEW YORK GARAGE = 416 SF OCT. 16, 2020 - AS PER TRUSTEES SITE VISIT S.C. TAX No. 1000-135-01-07 COVERED PORCH = 1,100 SF POOL = 480 SF DRAINAGE SYSTEM CALCULATIONS: SCALE 1"=30' TOTAL COVERAGE = 4,095 SF ROOF AREA: 3,615 sq. ft. REAR PATIO AREA: 185 sq. ft. , 4,095 SF / 20,462 SF = .200 SIDE PATIO AREA: 935 sq. ft. �j '`0 PROPOSED LOT 4,735 sq. ft. X 0.17 = 805 cu. ft. 2 1 COVERAGE = 20.0% (conforms) 805 cu.ft./42.2=19.1 vertical ft.of B'din.leaching pool required (� PROVIDE (2) 8' dia. X 12' TALL STORM DRAIN POOLS landward to top of bank to be wrapped with filter fabric J 0 LONG ISLAND SOUND v'lT�a -Q•id�F• CONIC. CONC.SEAWALL li RICH WATER ALONG WOOD BULKHEAD SEW SEAWALL 13 O 14 J 11 16 � TOp�F BANK � 12 23 _ GHT_10-+/ �a- E- ao/:. ::::::•:fl 14 16 - :;.�%1511NC:;.'cl.;..:...;.•. 18 i 17 .v 2B-- - _ _ ZONE VE 16 19 -TO r I - T°BE zr to LCIL An°ON atwe BROPOSED.IOR':'�.�' (P 20 .:•:R°:I..:.. �..: RETIOVED to .;..1.:.; _\:.".:"E%.'A%C t1NIJ5::o . .-NON-NPF6U.FTFA; 122'to CELL(POOL) ZONE X r� xumll 1 '.COAS AL EROSION, AZARD'UNE ml CESSPOOL�A7 b CFJL[' 1g0 to TO BE 1PA i 5 PROPOSED 4Fr TALL UNCOVERED pp,p Tg n E1:1"6REMOVH o d ,}E 0 4'_ i 9� POOL COIPUANT FENCE EXISTING 2 5TORY I1 u."c-0 10Us11 [ELL _ ' 1i FRAME HOUSE vmll PrARn% -3 \ r'a tg5 D ( (6°'D ` OeP00L TO BE REMOVED !" 8'dia.xl2'ta9 , OEOUIP.\ x DRYTALR DRYNIIL �,,, E. 5 1 -� 1 (i:%` FOit HOUSE N/0/F FOR Sl 2. PROPOSED' 167 3° F`_: SME PA110 e GEORGE VASILAICIS NOU norI.: T93 �0 90 _ - �a t�, w cRDu •O POOL eAa NAw S _ t--1t�A2 par E16snr4c acAc, ``` NP -i.a .19.0 (4'O 1 STORY O.. m tO:fJ OSED� 1`o G�AARp45E-- AVERAGE FRONT YARD SETBACK _ � ' 1 r' PAR oN E PROPOSED 4n TALL ` I69 '� 8 __\.,•_`--`I'o . _-SR OVE° POOL COMPUANI FETA: '1\193 1; w. FFE 115 N = r_- �o.o� 't9.o LOT #6 - 31.8' T? ATTAR 206 9 `aOPROPOSED UNEAR rymgi ---v�' TRENCH cwt °BE LOT #5 - 58.6' E%.PORCH TO N y a GARAGE r PRWOSED i �G, $ -'r'1 PPED M Pe Mll P LOT #4 - NO STRUCTURES BE REMOVED 2071 .q us_1s6 d o_ o\��; 040 . E 19.0_ �LOT #3#3 - 25.5' x d\ LOT #2 - 31.8' '6 1` C. t6.e6 LOT #8 - 41.9' % FL79.5`, I' s eP' 11v` _ r - �, "1 °C ,16.50 15.95 LOT #9 - 3.2' is se 1 $gym c11^- a c¢ LOT #10 - 2.4' rM .l` o\a P� , `I,pL SpDT EETt LOT #11 - 6.3' •O ; �� Dm AYE t1 PP TOTAL = 201.5 O� 113 Spur RNA I 16 201.5/8 = 25.2' AFYS cy ( x W;1 PAe4t ,e AREA m�� x 17 deeded property line = / 1751 44,014.1 sq. ft. x „ (f��j 1.010 ac. 18 O'00 landward to top of bank = HYDRANT x 19 ' .!( A 20,462 sq. ft. FY WATER METER 1954 5 0.47 ac. 3'E SPOT LIGHT O-r j GAS VALVE S v NOTE LOCATIONS AND E10STENCE OF ANY �'+y,"• iji:'jT DRYWELL SUBSURFACE UTIUTIES AND/OR STRUCTURES „N(�1• •_.`! 1:::::::::7 NOT READILY VISIBLE,ARE NOT CERTIFIED. 1H6 SURVEY 6 SAW OT4X INV WEIG FAo r ` = METES AND BOUNDS SURVEYING OF RECORD MDNttODaAPOmNENTFILR �i WNIGI A TIRE STMtlI Y ttSCIRS£ `c- = 53 PROBST DRIVE wwnP.pROA IRaw o oR IopR1pR To A SUINEY-OEA ON.A u000;ED Wo SURIETDR5 _ SHIRLEY, NY 11967 SPIE-s A vrouTax o<IxnaE,u,salla, PHONE (516) 972-5812 MwUW 2.OF THE NEW YORK SPATE surveydude@optonline.net 'Caples tram ue ariginm of uie aary y map t 4 not marked M,an original of the lands ✓ in a.,.r:r;;:'+,?'\, rvyo.'e inked seal or his amb-ood eel LOTS: 07 BLOCK: 01 SECTION: 135 DISTRICT:1000 eiau net be aansldered a.arm we ropy.' `E''- YerNRaa6a^i- -dad hmeon=that NOTES: MAP OF: this eanrey.ae prepared In -.itn Ne evsBng Code or Practice for Land Surveys dopled by the New Yak State Aesoala=r of 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM °Pmfassia^al Laad saareyore. sem SITUATED AT: HAMLET OF SOUTHOLD aeHDiamlone anal,mn any to the person EXISTING ELEVATIONS ARE SHOWN THUS: x 00.00 TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. for shamthe survey is prepared.and an NO behon to the GHe wmpay,governmental PROPOSED ELEVATIONS ARE SHOWN THUS: 9eny and lending 1mlDulion. EL19.0 Certifcatio-are not tnonsfenble to 2. FLOOD ZONE INFORMATION TAKEN FROM: CERTIFIED Michael & Rachel Murphy nidtH.-I inalRoU.-or eabsegaent-n...' FLOOD INSURANCE RATE MAP No. 3610300158 H TO JOB NO.: 17-293 ZONE X: BASE FLOOD ELEVATIONS DETERMINED DATE: OCTOBER 18, 2017