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HomeMy WebLinkAbout51559-Z %%of sou Tyolo Town of Southold * * P.O. Box 1179 o� 53095 Main Rd `r�ooxiv , Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46714 Date: 12/09/2025 THIS CERTIFIES that the building GENERATOR Location of Property: 450 Basin Rd Southold, NY 11971 Seca lock/Lot: 81.4-18.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 11/15/2024 Pursuant to which Building Permit No. 51559 and dated: 01/15/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: generator as applied for per Trustees approval. The certificate is issued to: Peconic River LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51559 07/28/2025 PLUMBERS CERTIFICATION: Q�L",mi—\,- - A tho z S nature �No�so�ry° TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, NY COUFf", � 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#: 51559 Date: 01/15/2025 Permission is hereby granted to: Peconic River LLC 90 Lafayette Ave Sea Cliff, NY 11579 To: generator as applied for per Trustees approval. Premises Located at: 450 Basin Rd, Southold, NY 11971 SCTM#81.4-18.1 Pursuant to application dated 11/15/2024 and approved by the Building Inspector. To expire on 01/15/2027. Contractors: Required Inspections: Fees: GENERATOR $125.00 ELECTRIC-Residential $100.00 CO-RESIDENTIAL $100.00 Total $325.00 Bui ng Inspector SOUr�,�l Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 CAR • Q Southold,NY 11971-0959 �Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Peconic River LLC Address: 450 Basin Rd City: Southold St: NY Zip: 11971 Building Permit#: 51559 Section: 81 Block: 1 Lot: 18.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: G Craig Electric License No: 4432ME SITE DETAILS Office Use Only Indoor rv— Basement r Service r Solar F Outdoor Wo 1st Floor r Pool F Spa F Renovation F 2nd Floor r Hot Tub r Generator Survey rF-1 Attic Garage ri Battery Storage (— INVENTORY Service 1 ph (— Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph r Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch 400A UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Other Equipment: 60kW Generac Generator w/400A Transfer Switch Notes: Generator Inspector Signature: X ' Date: July 28, 2025 Sean Devlin Electrical Inspector sean.devlin(D-town.southold.ny.us 45013asinGenerator SOGTyo� # TOWN OF SOUTHOLD BUILDING DEPT. 'oum, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING [ ] FRAMING /STRAPPING 1\4 FINAL l [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATEbipxS_, INSPECTOR /W4� OF SOGIyo� /v * TOWN OF SOUTHOLD BUILDING DEK uMv, �o 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: P, DATE INSPECTOR Kimberly Eads From: Barry Sent: Thursday, November 7, 2024 10:26 AM To: Kimberly Eads Subject: Kulick sections -Stairwell exterior wall (basement to ridge) -Door#105/patio -Patios-footings only shown for columns at main patio, nothing for master bedroom patio. It is my belief a supporting wall and footing should be constructed in these areas. This applies to the outdoor kitchen area as well. Gas and electric must be provided to this area, and precise locations must be determined. All details for fireplace and chimney are required to ensure proper framing. Hearth, and fresh air supply location should be considered. Attic access rough openings and exact locations should be determined for proper framing. Get Outlook for iOS FIELD INSPECTION REPORT DATE COMMENTS �o FOUNDATION (IST) C� ------------------------------------ 5 C co � FOUNDATION (2ND) z 0 Cal ROUGH FRAMING& PLUMBING .- 5 1 1 O Sr r� INSULATION PER N.Y. y STATE ENERGY CODE � y FINAL ADDITIONAL COMMENTS LA � Z rn •o O Z v x r� x d r� b TOWN OF SOUTHOLD—BUILDING DEPARTMENT N Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 o� • °� , Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtbwnny.fzov Date R eived APPLICATION FOR BUILDING PERMIT or Office Use Only 5��jf PERMIT NO. 51 Building Inspector: � NOV 1� 5 2024 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,antzaf¢ 'sa3 z=Rp��rlac�rag Owner's Authorization form(Page 2)shall be completed. C"#':%'It old Date:11/7/24 OWNER(S)OF PROPERTY: Name:Peconic River LLC SCTM#1000-81-1-18.1 Project Address:450 Basin Road Southold NY 11971 Phone#:917 214 7417 Fm;117aprestandrea@gmaii.com Mailing Address:90 Lafayette Ave Sea Cliff NY 11579 CONTACT PERSON: Name:Jaclyn Fagereng Agent Mailing Address:620 Ostrander Ave Riverhead NY 11901 Phone#:631 903 7833 Fm�lackie@vitalhabitats.com DESIGN PROFESSIONAL INFORMATION: Name:Kathryn Fee AIA Mailing Address:Po Box 1733 Sag Harbor NY 11963 Phone#:631 377 0316 Email:kathryn@kathrynfee-architect.com CONTRACTOR INFORMATION: Name:Vital Habitats, Inc. Mailing Address:PO Box 2510 Sag Harbor NY 11963 Phone#:631 377 0915 Email:kimberly@vitalhabitats.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: D Other Generator $� d12., 00o Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ❑No 1 PROPERTY INFORMATION Existing use of property:Residential Intended use of property:residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes []No IF YES,PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Jaclyn Fagereng BAuthorized Agent ❑Owner Signature of Applicant: Date: /113/zy STATE OF NEW YORK) A COUNTY OF 5( lj!�� dotodun Rq0j(,P.(W being duly sworn, deposes and says that(s)he is the applicant (Name of indiv' ual sign i co ntractLAove named, (S)he is the (Contractor,Aged,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make an f'a h' application;that all statements contained in this application are true to the best of his/her knowledge and b ef;an]C) that the work will be performed in the manner set forth in the application file therewith. oSworn before me this A oN Zday of 20 ZNota Public 0Ile Ld Z PROPERTY OWNER AUTHORIZATION Z (Where the applicant is not the owner) I� Peconic River LLC residing at 450 Basin Road Southold NY 11971 do hereby authorize Jaclyn Fagereng to apply I on my behalf to the Town of Southold Building Department for approval as descri ed herein. I 1�124 Ow r'S Si nature Date Print Owner's Name 2 =ia, i>i1iP ii .-9 it {°if+'•.. � °{ OG .:F.°0 I°'ii.. _ .•°'J 101.. �'. tea. �t�q •qa p jv�j.• 'r$ v,/,,��� �y 60 3 � �v �,:,,.._-�._.:;,,.�{{°i�fovr':`Jy,°""„' v�Y'�4 ,/.3,".e.. '✓• ems` •''" ��'e4 - •r�'' 1"."",.^c. 9g- 1,,,.•'N""„T:'"""�"ru. ' 0°�,� .�""'T�r,"„��`�`°Sa' °0 •• 8 �� 4 Y r ''•1 = r 1 :a I` y_ s, f� aQL �pP„,g � '• �ry��' .-' • • mom' 'a' 4� 1.M %� !k°,. .vim• �o" \�,y `•`�'C4 .,:u:'l:\'1 'rvYw@k^':!!'a'y0.::';:�ettic:e ug,u.nn�.y..,nan,,,ynq{,na,y:p.pmn.,..bra,.,......n�Y,{7;Lrn`�',.l.n;!„mn .,1�:nnunm. .sr�r2;.yrvn.ya.mmy.,.,;y...,.�.n��.nn.:.:'a,.ny.u,,:RV. '1 •:;,aA4� � 3 I+�oe, BOARD OF SOUTHOLD TOWN TRUSTEES '-'' SOUTHOLD,NEW YORK PERMIT NO. DATE: JUNE 16 2021 ° � r ISSUED TO: PECONIC RIVER,LLC o 3 - PROPERTY ADDRESS: 450 BASIN ROAD,SOUTHOLD w , :9evea c , _ •,. x SCTM#1000-81-1-18.1 AUTHORIZATION TE t�;to Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on June 16, 2021, and in it consideration of application fee in the sum of$250.00 paid by Peconic River, LLC and subject to the Terms 1 r4 and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the = !t IDq _ following: n ` Wetland Permit demolish existing two-story,2,300 sf,FEMA-noncompliant,single-family dwelling with 460 sf attached deck and 761 sf detached garage;and construct at least+17 feet farther landward a new - ;w l one to two-story,3,200 sf,FEMA-compliant,single-family dwelling with 106 sf entry porch,945 sf attached deck,850 sf attached garage,850 sf swimming pool(equipped with saltwater filtration system), i ' 580 sf structurally detached deck,and 7'x 46' uncovered basement egress;install pool enclosure fencing ' ` with gates; remove existing nonconforming septic system located+/-42' from bulkhead,and install new I/A OWTS sanitary system outside Chapter 275 jurisdiction; install a drainage system of drywells to - collect and recharge roof runoff and pool backwash;install new pervious gravel driveway and parking areas; remove specified trees located no closer than+/-69 feet from bulkhead;and establish and a = perpetually maintain a 27' to 39'wide,approximately 5,959 sf buffer area adjacent to bulkhead, a: ' t including existing 4,259 sf naturally vegetated embankment and additional 10'wide,f1,700 sf non-turf r buffer to be established in place of existing lawn along top of bank;with the condition of the use of m' stainless steel hardware on the detached portion of the deck;all as depicted on the site plan prepared b P � P� P P P Y Kevin O'Sullivan&Assoc.,LLC,last dated June 4,2021 and stamped approved on June 16,2021. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Sea]to be affixed,and these presents to be subscribed by a majority of the said Board as of the 16th day of June,202I. .: ' gyp`► SUE FQJ co • It ! lA I s�� ., a•T..,csa aarr..ma,::- „r;.nr: urr: ,.a...»:n.x.nr.,:..:.rr.,..:.WA;r,:.��r:�,r��ro,:rdre �.;;.:,anzl,.:mar..vsa�,.^.nt,a•,a,..,,ar..ncs„u:�,;:r,.n.....,r:h.,•,v�.dr,a..,...n,rr,.r�ars,w''s +�• �., e� ':4.:- _ •.`, ,'°v Glenn Goldsmith,President �QF so Town Hall Annex A.Nicholas Krupski,Vice President O� ®� 54375 Route 25 ® P.O.Box 1179 Eric Sepenoski A J Southold,New York 11971 Liz Gillooly cn =C Telephone(631) 765-1892 Elizabeth Peeples � a� Fax(631) 765-6641 COUNTV,O BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 18, 2024 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: PECONIC RIVER, LLC 450 BASIN ROAD,SOUTHOLD SCTM# 1000-81-1-18.1 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, January 17, 2024: WHEREAS, En Consultants, on behalf of PECONIC RIVER, LLC applied to the Southold Town Trustees for an Amendment to Wetland Permit#9930 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated December 26, 2023, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the proposed action be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the LWRP Coordinator recommended that the detached deck be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: deck location will no longer be seaward of flood zone, and WHEREAS, a,Public Hearing was held by the Town Trustees with respect to said application on January 17, 2024, at which time all interested persons were given a6 opportunity to be heard, and, 2 WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, I WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, BE IT FURTHER RESOLVED, that the Board of Trustees APPROVE the Amendment to Wetland Permit#9930. for a revised site design that results in a reduction in the combined structural footprint of the proposed dwelling, deck and pool, specifically to demolish existing two-story, 2,300 sf, FEMA- noncompliant, single-family dwelling with 460 sf attached deck and 761 sf detached garage, and construct new 1 and 2-story, 2,576 sf, FEMA-compliant, single-family dwelling with a 2.3'x 29.1' easterly roof overhang, 6.1'x 17'4 and 15.5' x 20' covered porches and steps, 4.9' x 10.6' and 5' x 12.8' areaways, 17'x 40' swimming pool (equipped with saltwater filtration system), 1,293 sf attached deck with steps and, on top of deck, 5.8'x 6.5' enclosed seasonal bathroom,4' x 5.5' outdoor shower, and 6.5'x 10.8'trellis over outdoor bbq; remove existing nonconforming septic system located +42'from bulkhead, and install new I/A OWTS sanitary system more than 100 feet from bulkhead; install a drainage system of drywells to collect and recharge roof runoff and pool backwash; install new pervious gravel driveway.and parking areas; install 4' high pool enclosure fencing, pool equipment/heat pumps, generator, and 500 gal underground propane tank; remove specified trees located no closer than +69 feet from bulkhead; and establish 27'to .39'wide, approximately 5,959 sf vegetated buffer area adjacent to bulkhead, consisting of approximately 4,259 sf embankment and approximately 1,700 sf area up to 10 feet landward of top of bank and retaining wall; and as depicted on the site plan prepared by DiLandro Andrews Engineering,.last dated December 14, 2023, and stamped approved on January 17, 2024. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: None Very truly yours, Glenn Goldsmith President, Board of Trustees GG/dd Glenn Goldsmith,President ��o®�soU�� Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1592 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 28, 2024 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 RE: PECONIC RIVER, LLC 450 BASIN ROAD, SOUTHOLD SCTM# 1000-81-1-18.1 Dear Mr. Herrmann: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, April 17, 2024: RESOLVED that the Southold Town Board of Trustees grants a• Final One (1) Year Extension to Wetland Permit#9930, as issued on June 16, 2021, and Amended on June 15, 2022, on April 19, 2023, and Amended again on January 17, 2024. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, b Glenn Josmith, Pr ident Board of Trustees GG/ec { Glenn Goldsmith,President *0f SOUp Town Hall Annex A.Nicholas Krupski,Vice President �O� 0�4 54375 Route P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 COUNTi,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2316 C Date:October 10,2025 THIS CERTIFIES that the demolition of existing two-story 2,300 sf.FEMA-noncompliant,single- family dwelling with 460 sf attached deck and 761 sf detached garage•and construction of at least 17 feet farther landward a new one and two-story,2,576 st FEMA-compliant single-family dwelling with a 2.3'x 29.l' easterly roof overhang 6 1'x 17 4'covered porches and steps 4 9'x 10 6'and 5 8' x 12 8'areaways 1,293 sf attached deck with steps on toRof deck 5 8'x 6 5' enclosed seasonal bathroom 4'x 5.5' outdoor shower.and 6.5'x 10.8'trellis over outdoor bbq•construction of a 17'x 40'swimming pool(equipped with saltwater filtration system):installation of 4'high pool enclosure fencing with gates,•removal of existing nonconforming_septic system located /-42'from bulkhead and installation of new I/A OWTS sanitary system outside Chapter 275 Jurisdiction.installation of a drainage system of domells to collect and recharge roof runoff and pool backwash•installation of pool equipment/heatpumps,generator,and 500 gallon underground propane tank;installation of pervious gravel driveway and parkingareas•removal of specified trees located no closer than /-69 feet from bulkhead:and establishment of a 27'to 39'wide proximately 5,959 sf buffer area adiacent to bulkhead including existing 4,259 sf naturally vegetated embankment and additional 10'wide f 1700 sf non-turf buffer to be established in place of existing Iawn along top of bank,•with the condition of the use of stainless steel hardware on the detached portion of the deck. At 450 Basin Road.Southold Suffolk County Tax Map#1000-81-1-18.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated April 30,2021 pursuant to which Trustees,Wetland Permit#9930 Dated June 16.2021,was issued,and Amended April 19,2023 and February+12.2025,and conforms to the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing two-story 2,300 sf,FEMA- noncompliant single-family dwelling with 460 sf attached deck and 761 sf detached garage:and construction of at least 17 feet farther landward a new one and two story,2,576 sf,FEMA-compliant single-family dwelling with a 2 3'x 29 P easterly roof overhang 6 1'x 17 4' covered porches and steps 4 9'x 10 6' and 5.8'x 12.8' areaways, 1293 sf attached deck with steps on top of deck 5 8'x 6 5' enclosed seasonal bathroom,4'x 5.5' outdoor shower. and 6 5'x 10 8'trellis over outdoor bbq•construction of a 17'x 40'swimming pool(equipped with saltwater filtration system)• installation of 4'hi_gh pool enclosure fencing with gates-,removal of existing nonconforming septic system located /42'from bulkhead and installation of new VA OWTS sanitary system outside Chapter 275 jurisdiction'installation of a drainage system of drywells to collect and recharge roof runoff and pool backwash: installation of pool equipment/heat pumps generator,and 500 gallon underground propane tank:installation of pervious gravel driveway and parking areas:removal of specified trees located no closer than /-69 feet from bulkhead and establishment of a 27'to 39'wide,gpproximately 5,959 sf buffer area adiacent to bulkhead,including existing 4,259 sf naturally vegetated embanlanent and additional 10'wide f 1700 sf non-turf buffer to be established in place of existing lawn along top of bank,•with the condition of the use of stainless steel hardware on the detached portion of the deck. The certificate is issued to PECONIC RIVER LLC owners of the aforesaid property. Authorized Signature ;� LA n I rjf S 0 'Town Half Annex Glenn Goldsmith,President 01 54375 Route 25 A. Nicholas Krupski, Vice PresidentVtl Ce 1179 Eric Sepenoski qouthold-, New York 11971 Liz Gillooly co Telephone(631) 765-1892 Elizabeth Peeples I Fax(631) 765-6641 1"Ou "Ou Ti BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2315 Q Date: October 10, 2025 THIS CERTIFIES that the removal and replacement in-place of approximately 190 linear feet of existing timber/vinyl bulkhead with new vinyl bulkhead; westerly 5', 23',47'and 16' sections raised approximately 18 inches to match elevation of easterly 99'section,• permanent removal of existing±18' middle return,±7 V westerly retaining wall,wood steps,and approximately 23 linear feet of easterly retaining wall around-steps; construction of approximately 104 linear feet of wood tie retaining wall in place of existing easterly retaining wall;backfilling with approximately 75 cubic yards of clean sand trucked in from an approved upland source;filling an approximately 708 sq.ft. area behind bulkhead to meet existing grade landward of removed retaining wall on west side of prope!1y•, construction of a 4'x6' wood platform and Tx 12' aluminum stair off bulkhead-, construction of a 36 linear foot,4' wide permeable paver stone access path to dock using 30" pavers with around around the pavers within the 4' wide path be non turf and non fertilization area,• and restoration/revegetation of disturbed portion of naturaIly vegetated embankment upon completion of construction, At 450 Basin Road,Southold Suffolk County Tax Map#1000-81-1-18.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated'September 2,2022 pursuant to which Trustees Wetland Permit#1 023S Dated October 19,2022,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the removal and replacement in-place of approximately 190 linear feet of existing timber/vinyl bulkhead with new vinyl bulkhead; westerly 5',23', 47'and 16'sections raised approximately 18 inches to match elevation of easterly 99'section; permanent removal of existing zLi 8'middle return,zE7 I'westerly retaining wall,wood steps,and approximately 23 linear feet of easterly retaining wall around steps; construction of approximately 104 linear feet of wood tie retaining wall in place of existing easterly retainin�k wall; backfilling with approximately 75 cubic yards of clean sand trucked in from an approved upland source;filling an approximately 708 sg.ft.area behind bulkhead to meet existing grade landward of removed retaining wall on west side of property, construction of a 4'x6'woodplatform and 3'x12' aluminum stair off bulkhead; construction of a 36 linear foot,4' wide permeable paver stone access path to dock using 30"pavers with around around the pavers within the 4' wide path be non-turf and non-fertilization area•,and restoration/revegetation of disturbed portion of naturally.vegetated embankment upon completion of construction. The certificate is issued to PECONIC RIVER LLC owners of the aforesaid property. e. Authorized Signature ®�ogVFF04c® BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 yfj� �ao � Telephone (631) 765-1802 - FAX (631) 765-9502 lamesh@southoldtownny.gov— seand(ab-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Al Information Required) Date: Company Name: G. Craig Electric Electrician's Name: William Hanusa License No.: 4432-ME Elec. email:jeanette@mapeselectric.com Elec. Phone No: 631-283-4616 ❑✓ I request an email copy of Certificate of Compliance Elec. Address.: 360 Magee Street, Southampton, NY 11968 JOB SITE INFORMATION (All Information Required) Name: Peconic River LLC Address: 450 Basin Road, Southold Cross Street: Paradise Point Road Phone No.: 631-287-4616 Bldg.Permit#: email:jeanette@mapeselectric.com Tax Map District: 1000 Section: 81 Block: 1 Lot: 18.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Genreator Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ✓Z NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ✓Z NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[:]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ,, S ¢�p��+fi•. BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jameshasoutholdtownnV gov— seand(a-southoldtownnV.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: Company Name: G. Craig Electric Electrician's Name: William Hanusa License No.: 4432-ME Elec. email:jeanette@mapeselectric.com Elec. Phone No: 631-283-4616 ❑✓ I request an email copy of Certificate of Compliance Elec. Address.: 360 Magee Street, Southampton, NY 11968 JOB SITE INFORMATION (All Information Required) Name: Peconic River LLC Address: 450 Basin Road, Southold Cross Street: Paradise Point Road Phone No.: 631-287-4616 BIdg.Permit#: _5 ��j�%j email:jeanette@mapeselectric.com Tax Map District: 1000 �Section:81 Block: 1 Lot: 18.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE Please Print Clearly): Genreator q9V ,A q �q 0, Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES 0 NO []Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y F71N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches Outlets G F I's Surface Sconces �� ► H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments S.C.T.M. NO. DISTRICT: 1000 SECTION: 81 BLOCK: 1 LOT(S): 1&1 SOUTHOLD z BAY TIE LINES o LOCAl10N OF PREVIOUSLY EXISTING RE7NNING WALL 3 5'x4.5' IN PROCESS OF BEING REPIACED PuRSIM TO TOWN OF SOUTHOLD LOT COVERAGE ;5 ELD-1NRu OEcic (AS PROVIDED BY KATHRYN FEE ARCH.) U 59 MHW LINE TOWN PERMtf Na10235 6'6' N 88'57'40" E a 6'�"6�1' vl� BULKHPADG S 82475s 207 '= 6533 S.F. MAX {S• 46.97 NNn E EXISTING: S 88'15'04'W crxOgO WAD->HRU C4P 99•88' HOUSE: 2300 S.F. 8.23' 6 's.2 GARAGE. 761 S.F. VINYL BULKH ao DECK: 460 S.F. 6.0 TOTAL: 3521 S.F. or 10.8% P. Of BAN� RETAINING WALL T W 15.0 0 S cy) co PTTOEP OUFLBANKCATED PROPOSED: tOP 12.2 TK HOUSE: 2576 S.F. STK DECK: 1293 S.F. iN COVERED PORCHES: 416 S.F. o SWIMMING POOL: 612 S.F. c i TOTAL: 4897 S.F. or 15.07. z m z TOTAL AREA OF DISTURBANCE. 22,450 S.F. PIPE I SILT FENCE v o to 3 4i LOT 4 M ZONE VE(EL 21) I ca LAND N/F OF FLOOD ZONE NDARY — MARY ZUPA ZONE X 10'o/s o — Liz , . ..... ...:....:.:...:.:.... Oos� q 1r W :ii'!::•.•:: i•::c:i'i:•r:-: v v�D DECK N DWELLING - Es! }::W..:.. .... :i?::r}:irr: .1- (/^^_U.,-W,-� e} W/PUBLIC WATER O ^� :::�.:.. .............:. ::::� .,. \U.VVL L0 N I PRO OSED (:� LAND N/F OF ISO' Lo ::m::::.:::::::::::::::::::: �i N DWELLINGS D. ::.a:::.::: : .....:.... JOSEPH MAZZZA W UBUC WATER o •:36'-:::::::•::•:::•::•:: POOL I klo,o/s v LOT 3 15a' c�-�T{C�- D"PDDDa WAJ1L WATER PROPOSED OPOSED DECP •:j,; RE-SHOVIER COVERED pj �':::::••••:.:•:,p UTDOOa B�............ ........... .... 0.9'W V:::.1B':::::N ............ ........... POOL EDP. -:::.:z0'-.... : ........ :::... :::::::::::::::::. stiEo: � :FOUNDATION• :.:.......... . ::LOCATION :.:: ® ® ::::.o PROP. 05-20-24;::;:::;;; :; :;;;;;; :.....o 0.2'W LP GAS ® PROJECT LIMITING SILT FENCE :..:..v.{9.0'.C•:aci::i•r:.....i•:r:i•rr:•r:•ri:-:•:ii•:i::$:i-.•!.•!r:$i:•irr}rrcrrr:•::i..•ra:•. 10' ::::::::zo':::::.r. :::: ....;:: : ::: :::::::::::: :::::::::::::::::::::::::::::: AREA OF DISTURBANCE 22,450 S.F* ::•1T::::::_::•::::::::::•::•:•: 4.0' D.W PORCH m N d FV HI G POOLSE D.W PIPE HYDROACTION D.p0 OL. W AN800 PROPOSED O L PERVIOUS GRAVEL PRE—EXISTING NATURAL GRADE = ELEV 17.2 DRIVEWAY AND M PARKING o "CALCULATED USING THE NATURAL GRADE I S74�2¢23" � Z �• ADJACENT TO THE CORNERS OF THE PROPOSED DWELLING LAND N/F OF F ON. �Q MARY ZUPA 44 FEMA MAP#36103CO167H ACCESS APB PRESCRIPTIVE G THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL O/ U;P WM LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS I Rr,-57; / Q AND OR DATA OBTAINED FROM OTHERS AREA: 32,665 S.F. or 0.75 ACRES ELEVA77ON DATUM.- NAVD88 I j 3j8yc UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY O PIPE Q MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN W.M. �'•� ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON HYD/ �.,` ASIN U.P. 44l LISTED HEREON, AND 70 THE AS57CIVEES OF THE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM NTHE PROPERTY LINES 70DING INSTITUTION, A E STRUCTURES NTEES ARE NOT AREORA EDGE OF A SPECIRC PURPOSE AND USE THEREFORE THEY ARE \ �'•` R pAD P4 NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE REC7701V OF FENCE$ ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUC7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY \ � SURVEY OF.DESCRIBED PROPERTY & LOT 4 CERTIFIED T0: PECONIC RIVER LLC; \ \ \ lyq�R HA/N �•. MAP OF- PARADISE POINT SEC. 1 ADVOCATES ABSTRACT INV.; FILEM ARP. 11th, 1963 No. 3761 WESTCOR LAND TITLE INSURANCE SERVICES; W�PUWELUN S \ \ \ SITUATED ATBuc WATER BAYVIEW FND. LOC. 05-21-24 150' \ \ TOWN OF. SOUTHOLD ADD AVERAGE GRADE 03-19-24 \ ` OWN O. COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISED 02-07-24 SUFProfessional Lend Surveying and Design LOCATE NEW BULKHEAD 10-23-23 �/�r P.O. Box 153 Aquebogue, New York 11931 TREE LOCATION 04-19-21 FILE 1119-162 SCALE: 1"=30' DATE:DEC. 11, 20191 MN.Y.S. LISC. NO. 050882 PHONE (881)298-1588 FAX(881) 298-1588 ADD ADJOINING HOUSES 01-19-21 GENERAL NOTES: 1. THE DESIGN ENGINEER SHALL OBSERVE THE OWTS PRIOR TO BACKFILLAND DURING ` SYSTEM STARTUP. DiLandro 2. THE OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK DIL..d S COUNTY DEPARTMENT OF HEALTH AND SHALL BEAN AUTHORIZEDINSTA)_LER. I—Iv^,I["o,,,•,,,,, 3. TH OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK 4 SOUTHOLD BAY COUNTY DEPARTMENT OF HEALTH.THE ENGINEER OF RECORD SHALL PROVIDE RECORD DOCUMENTSAS REQUIRED BYSCDH. '• III 1�B ° 16e Cem,lY Rd as 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE bulb f0 PROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDEDTOTHE SCDH. EXISTING som8amPlm.N.Y.11DBe 5. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAV OF THE OWTS. SEPTICTBR 6. OWTS SHALL BE TESTED FOR WATERTIGHTNESS PRIOR TO ARRIVAL TO THE SITE USING A vxnc�RAX @a11 Rao-s44. METHOD APPROVED BY THE MANUFACTURER a Pmres 7. ALL ELECTRICAL LINES FROM THE DWELLING TO THE CONTROL PANELANO FROM THE a i•- 666 s'as' iD uxs 4 NFO CONTROL PANEL TO THE JUNCTION BOX SHALL BE SEALED AND WATER TIGHT.. d ¢ JvA recx97- 8. CONTROL PANEL TO BESET ON A PRECAST CONCRETE PEDESTAL AN❑SET2INCHES J' O N%57'.40 1\e'T�6)i 9. OMRADE TO PREVENT WATER INTRUSION. t^P. g6.97 .�yy4, �1 SB1'1J35•r -n PROP POSED 32T TO l39 WIDE 69595F ,l(jY',Jf 9. OMITS BE LOCATED MINIMUM S'-0•FROM THE DRIVEWAY.A6 INCH HIGH PRECAST BUFFER AREA INCLUDING�XISTNG 58615'0/•MS O� CURB SHALL BE INSTALLED IN-BETWEEN THE THE DRIVEWAY AND THE O"$F3FEET d,2595F NA4URALLY VEGETATED fl2)' -"ukA b1A4V4,a1 SEPARATION CANNOT BE MAINTAINED. BANK AN0ID WI GE 1700 SF -'Nv bsU,Dr NON-TIIRFBUFFETI TO BE QD..... ...._ .mml a[swosv 10. NEWUAOWTSYSTEM TO BE VENTED THROUGH PLUMBING, ESTABLISHED IN PLACE OF EXISTING [ueanxuTin.xlax�';yx;5i lznriy... ... . NO HOUSE TRAP TO BE INSTALLED .., LAWNLANDWARDOFTOPOF vP+rL RANKInMBFN RET.WALL I C.....:.:.'..•'...'." iDW: al.'. 9."..'.'.•:.'�Ov Nv.'. -- PROJECT LIMITING FENCE AREAOFDI6NRBANOESRz.4606f. PARCEL INFORMATION: + . PROPOSED '. '.'. .: DESCRIBED PROPERTY&LOT 4 DRYWELL FOR o iR K_'.-.,'"^— i MAP OF PARADISE POINT SEC.1 POOL BACKWASH •._�� -- - 5' 1: FILEDAPR.IITH.1963NO.3761 h m % ��'-�-__ X'RnTM b SVYIMMWG POOL 00 SITUATED AT:RAYVIEW PROPOSED d' TOWN OF SOUTHOLD POOL FENCE SUFFOLK COUNTY,NEW YORK S.C.T.M.0100"-1-17&18 \5'll bM: � Wads aD9YX J � I E%ISnNG GARAGE AREA G DISTRICT. S.F..R 0.75 ACRES TO BE REMOVED i - �� _J r ZONING DISTRICT:R-80 ,. �� -0- wm N vw .-CA' _ _ - t c } ALLOWABLE LOT COVERAGE: 6.533 SF(20°/a OF LOT AREA) W Q Z O EXISTING zsioRYDryELLINO HOUSE: 2,300 SF.0 O U Z J# 1r G. PROSED POOLA bPROPOSFJD CK ��..1. GARAGE: 761 SF.S _ _--- r O DECK: 4fi05F.f -- � HOLE s �`S� 1F'°laxwixw. ELBV.[s. pyyEWNO D„n�.Ks Z EXISTING TOTAL LOT COVERAGE:3,521 SPA o 10.8% o ROI 6E V `..,;,, ___ TSR M/Plrsuc wr0l O m F F PROPOSED CONTROL 2 a C^:. �°j�COYERED 1RO017 ODECKI-' _ _ ° f r\�'" %Sw6'O1T�00R BED' W O L.O U HOUSE 2.576 SF. PMIEL PORCH SHOWERPLUMBEOTO d (� DECK: 1,2935F. wi PROPOSED DRYWELL EXISTMG pR 09FD 1-AND- - IN/P DF COVERED PORCHES 416 SF. 2 TORY6MGLE �= wIRA SWIMMING POOL: 612 SF. 2510RY DJiELLNG 11 'ISTORY RSTORY FAM LY PE6IDENLE FR" lot] NEWTOTALLOTCOVERAGE: 4,897 SF3.16.0% 'y� - F IDBv.eROP- I.1 TOTAL Af1EA OF DISTURBANCE:22,4508F. INTERIDRCLEANOUT SEPSONA�L BATHROOM PLfROPOSEDU'2 S r f IB ]] LECTRiC LWE 0 r SCy Z HYDRO AAN�O r ;P. 0 �s-I I C W O SITE PLAN BASED ON SURVEY PREPARED BY: - 'O • PROPOSED 8'0 L2 O d KENNETHMWOYCHUK LAND SURVEYING,PLLC 20'DISTRI9UT)N BOX .._ I O', 3 p90 os N ORYWELL BEE C] W O Lu W PROFESSIONAL ALDN SURVEYING AND DESIGN \ a- I PEAVIOUSGRANEL I'r Z P.0.BOX 153 AOUEBOGUE,NEWYORK 11931 FUTURE " - e.- �y DN-NAYAI✓D Q Q Q J PHONE(631)298-168B FAX(631)298.168& EXPANSIO O N ( - \` NRIt ND O PROPOSED WATER LINE _U Z O SURVEYED DEC.11,2019 I ' 97923 \ ? 44 ~0-0 EL p:2110.0'0x6'-0.OEEP W V X SANITARY SYSTEM INFORMATION: "y `.•.``�., _ .. Ism _ 1 -16 �FACHING POOLS U7 O O TOTAL NUMBER OF BEDROOMS:? t URLITESTO IIA SIZE REOUIRE0:770 GPD I BE REMOVED v119.`` FJ(ISTING 0 O LEACHING REQUIRED:475 FTa / O ; w O Q V PROPOSED BE SYSTEM: I / I r_- - .. RNEWAYTBR DQQj (1) HYDRO ACTION AN-800(800 GPD PROPOSED) (2) 10'-0"B X B'-0•DEEP LEACHING POOL(545 BF PROPOSED) (1) TD'DIBTRIBUTONBOX r��^�_\ HtA �xyr 7j1T�� N�E�,AYIyp\ (�•, / 1y-Y_ 7� ROAIme NOTE: j � OAD PAKug7 -EXISTING SEPTIC TO BE REMOVED. up • I "� R M4y Rnn7Dn FOOL ROUSE H 3 224Rp2] DECK TEST HOLE DATA DRIVEWAY oATE:FEB14, ` ll� �3]UPDATED 6IIE FIRMA MAP�/30103C0187H EL - RORo 00 ttLL[s _wjvueuc wxiER� APP„O'J[:D BY -BROWN SANDY LOAM(ML) 6OARD OFT RUSTEES - 0,4' Iw ' Dastp,od Bv: PD BROWNLOAMYSAND& GRAVEL(SM) TOWTJ OF$OUTHOID Oran By: JL CONTOUR LEGEND: - z.e' DATE 17,70 L'�4Er: PD BROWN MEDIUM SAND __ WS7I'G COWOURS PROPOSED SEPTIC PLAN AND GRAVEL(SP) ____ 8.1' -MEDIUM SAND AND .PROPOSED ccNrottas __ Data: 3H912021 Y GRAVEL(SP) ¢E SCALE:V U35c ANo as nv 6"zle:NOTED EL:1,6' — 15.4'— v4noxs elWv.N.wslvsEn ilna Ouw tseel -WATER BANG&GRAVEL(SP) E II. 77.0' N 2 DEC 2 6 2p3 COMMENTS:GROUNDWATER ENCOUNTERED EMsnNG mEEsD!r' 2W6TWOTREE6 AT iSA'BELOW GRADE ,10 PEMAIN J,J TO BE REMOVED TEST HOLE BV: K.WOYCHUKLS saetD S.C.T.M. NO. DISTRICT: 1000 SECTION: 81 BLOCK: 1 LOT(S): 18.1 SOUTHOLD Z BAY TIE LINES p o FLO-7HRU DECKcc p N 88.57'40" E N 6'"' via BULKHEAD 46.97 VINY1 e S 8Z•4756'E S 88'15'04'W�ao�� Tw 6 1 ULIOIEAD W/FLp-7HRu CAP 62 99.88' 8.23' VINYL BULKH LOCARON OF PREVIOUSLY EXISTING ETAI ING W 6.0 EMBANKMENT AREA U DER CONS UCTION IN PROCESS OF BEING REPLACED TO TOWN WERANDSrPERMIT N0.10235OcAl-E o tea. pR0OU OF BANK 0 ____I o PREVIOUSLY OFLBANKCATED I -� - N ---- 14" K —�I 1� o � --- -j' I ,� ExsnN sANlraRv APPROX. u IT of 4 m BE clE,wDOcoaRSE�i— �)_ z ------- 12^OAK 10"0 TEMPORARIL GRADED 1 - 1 ��RM.— -+ SOIL. / T DWE G#450 �� 24... 6 PINE ¢W I .-.wIMMRIS POOL + PIPE E DEMOLISHED J� 16r �F!•1T c=>> I --- y 1 'OAK 1 "OAK 14'OAK 1 L-- 10'OAK 14 / b I 20'OAK o ----J 10"OAK v1 OAKT-----------------------I i�A I I I I / 12_OAK / I L _ I I 1� m I I L-- /,� O 10' !C y I/ /1$/ I E)OSTRI3 LAND N/F OF / 1 STY FRM. 6- ��► I I I = STY. UwELllflG MARY ZUPA / 70 BEGDRAMOLISHED 33.6 40' sre r I oNw x 10^oAK DWELLING I I I - I '0 o N L10OAK 12 N I r—--1 ---� _ _— W/PUBLIC WATER c.1 PROPOSED DECK D.n I - L--------16' er LAND N/F OF DWELLINGS150' JOSEPH MAZZZA W/PUBLC WATER------- - -------. 37' 10' I - — J POOL I ( • •• • - . LOT 3 150' WASTE WATER 1AK ou oR DECKIf PROPOSED mSWIMMIfIS POOL o 12"OAK UORe "O: :—CH Ip E ::: 2'::: ::•:: PRGPGE ED.y :::: EXISTIIIS 5' :::: .:.' AND 2-STORY ---J I Z STY. UWEWf13 I m3 ::'::I::. ::::::m ::'.26.:OAKSINGLEF MILY :;:P :::::::: :::}g' PROP. _ . ::::::. RESIDES 8'OAK 0.2'W LP GAS { 1i2.•P?..':...�' ::•::::•:::I::::.. / ....zo...... I I 1 s'oAK :I :•::•::........... ::: ':::::::: :::: ......::::::: a 14"OAK �:::: :::: ::: ::1z:::::::. . ::::::::::::::: 'r I I / / 10.6' Z:.:: 14'oA CO 34.62' .1 PORCH f6 I I 1 ---------------------� (2 1 '-C'0x8'_0"DE 7 �s FdA HI G POOLS W No —\ \ AN800 ACTION \ w P. OL• \ A OSEQ o PIPE 1 \ ROP N L P VIOUS GRAITA „1 \� "\ DRTVEWAYAND o I 2 Fc�s EX 17— h BARKING T8 o 17 17 LAND N/F OF \ \ \--(;ION. 16 O FEMA MAP#36103CO167H I ACCESS VIAZUPAPRESCRIPTIVE \ G 15 115 lss THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL EASEMENT D/ U WM 14 74 \ '� ELEV. 17.0 _ BROWN LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS I Rr�sTONf 13 AND OR DATA OBTAINED FROM 07HERS. / 12 1,3 \ \ OL SANDY LOAM 0.4' ! AREA: 32,665 S.F. or 0.75 ACRES ELEVA770M DATUM: NAVDH8 I —I —70` .4 378 �y,� SM LOAMY SANBROWN D 2.4' PI UNAUTHORIZED AL7[RATION OR ADDITION TO THIS SURVEY/S A VIOLATION OF SECTION 7209 OF 7H£NEW PORK STATE EDUCATION LAW. COPIES OF THIS SURVEY O I Y & GRAVEL MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN W.M. DRIVEWAY [�O� BROWN ONLY 70 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING/NS7/TU7ION �. �U b MEDIUM �LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777UTICK GUARANTEES ARE NOT TRANSFERABLE • /ham' &D0£ MEDIUM 3.3' THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPEC/F7C PURPOSE AND USE THEREFORE THEY ARE �' +1 O OF P4 ` & NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD177ONAL STRUC7URES OR AND OTHER IMPROVEMENTS EASEMENTS .,. AD �MENT GRAVEL AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUAR ED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF:DESCRIBED PROPERTY & LOT 4 y CERTIFIED T0: PECONIC RIVER LLC; \ 1yAR �•, MEDIUM 9.3, MAP OF: PARADISE POINT SEC. 1 AY' ��N Ko} ° ADVOCATES ABSTRACT INV. Maly sw SAND FILED:ARP. 11 th, 1963 No. 3761 Y=� c� WESTCOR LAND TITLE INSURANCE SERVICES; DWELLINGS & x GRAVEL W/PUBLIC WATER SITUATED AT'.BAYVIEW r_ � 150' WATER IN WATER EL 1.6 TOWN OF: SOUTHOLDSAND �`" KENNETH M WOYCHUK LAND SURVEYING, PLLC REVISED 02-07-24 Sw & GRAVEL SUFFOLK COUNTY, NEW YORK �s o50662 e LOCATE NEW BULKHEAD 10-23-23 — 17' �c J Professional Land Surveying and Design FEB. 14, 2020 ?� P.O. Box 153 Aquebogue, New York 11931 TREE LOCATION. 04-19-21 K. WOYCHUK LS FILE #19-162 scALE: 1"=30' DATE:DEC. 11, 2019 N.Y.S. LISC. NO. 050882 PHONE (891)298-1588 FAX(631) 298-LBSO 1 ADD ADJOINING HOUSES 01-19-21 AP ROVED AS NOTED DATE, B.P.# � FEE BY: d NOTIFY BUILDING DEPARTMENTAT 631-765-1802 8AM TO 4PM FOR THE OCCUPANCY OR FOLLOWING INSPECTIONS: A�� p 1. FOUNDATION-TWO REQUIRED USE IS UNLAWFUL FOR POURED CONCRETE WITHOUT CERTIFICAT 2. ROUGH—FRAMING&PLUMBING 3. INSULATION OF OCCUPANCY 4. FINAL—CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFTHE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES AS REQUIRED AND CONDITIONS OF rn rTMrn n TOWN ZBA ELECTRICAL �1 BOARD INSPECTION REQUIRED SOUTH t TOWN TRUSTEES —sGffmmpc GENERAC® o Protector PROTECTOR° SERIES Series Standby Generators Liquid-Cooled Gaseous Engine r INCLUDES: • Two-Line LCD Multilingual Digital Evolution T'" Standby Power Rating Controller (English/Spanish/French/Portuguese) Model RG048 (Aluminum - Bisque) -48 kW 60 Hz With External Viewing Window for Easy Model RG060 (Aluminum -Bisque) -60 kW 60 Hz Indication of Generator Status and Breaker Model RGO80 (Aluminum- Bisque) -80 kW 60Hz Position • Isochronous Electronic Governor • Sound Attenuated Enclosure -_ • Closed Coolant Recovery System -' GENEaAq==_ • Smart Battery Charger =ems • UV/Ozone Resistant Hoses • ±1%Voltage Regulation a =®R i, • Field Convertible Fuel Type With No Mechanical Adjustment Required. M • 5 Year Limited Warranty r • UL 2200 Listed • Listed and labeled by the Southwest Research Institute allowing installation as close as 18 in (457 mm)to a structure* /♦1 *Must be located away from doors,windows,and fresh air c E I V QUIEf intakes and in accordance with local codes. \Z..Iy https://assets.swri.org/library/DirectoryOfListedProducts/ Construdodndustry/973_DoC_204_13204-01-01_Rev9.pdf Meets EPA Emission Regulations CA/MA Emission Compliant FEATURES O INNOVATIVE DESIGN & PROTOTYPE TESTING are key components of O SOLID-STATE, FREQUENCY COMPENSATED VOLTAGE GENERAC'S success in "IMPROVING POWER BY DESIGN." But it doesn't REGULATION.This state-of-the-art power maximizing regulation system is stop there. Total commitment to component testing, reliability testing, standard on all Generac models.It provides optimized FAST RESPONSE to environmental testing, destruction and life testing, plus testing to changing load conditions and MAXIMUM MOTOR STARTING CAPABILITY applicable CSA, NEMA, EGSA,and other standards,allows you to choose by electronically torque-matching the surge loads to the engine. Digital GENERAC POWER SYSTEMS with the confidence that these systems will voltage regulation at±1%. provide superior performance. O TEST CRITERIA: O SINGLE SOURCE SERVICE RESPONSE from Generac's extensive dealer ✓PROTOTYPE TESTED ✓NEMA MG1-22 EVALUATION network provides parts and service know-how for the entire unit, from the ✓SYSTEM TORSIONAL TESTED ✓MOTOR STARTING ABILITY engine to the smallest electronic component. O MOBILE LINK® CONNECTIVITY: Free with select Protector Series O GENERAC TRANSFER SWITCHES. Long life and reliability are standby generator sets, Mobile Link Wi-Fi allows users to monitor the synonymous with GENERAC POWER SYSTEMS. One reason for this generator set status from anywhere in the world using a smartphone,tablet, confidence is the GENERAC product line is offered with its own transfer or PC. Easily access information such as the current operating status and systems and controls for total system compatibility. maintenance alerts.Users can connect an account to an authorized service dealer for fast,friendly,and proactive service.With Mobile Link, users are taken care of before the next power outage. GENERAC- GENERAC® 48 / 60 / 80 kW application & engineering data GENERATOR SPECIFICATIONS ENGINE SPECIFICATIONS 48 kW 60/80 kW 48 kW 60/80 kW Type Synchronous Synchronous Make Generac Generac Rotor Insulation Class F H Model Inline 4 cylinder Inline 4 cylinder Stator Insulation Class H H Cylinders 4 4 Telephone Interference Factor(TIF) <50 <50 Displacement(Liters) 4.5 4.5 Alternator Output Leads 1-Phase 4 wire 4 wire Bore(in/mm) 4.5/114.3 4.5/114.3 Alternator Output Leads 3-Phase 6 wire 6 wire Stroke(in/mm) 4.25/107.95 4.25/107.95 Bearings Sealed Ball Sealed Ball Compression Ratio 9.9:1 8.85:1 Coupling Flexible Disc Flexible Disc Intake Air System Naturally Aspirated Turbocharged and aftercooled Excitation System Direct Bmshless Lifter Type Hydraulic Hydraulic VOLTAGE REGULATION ENGINE LUBRICATION SYSTEM Type Electronic Oil Pump Type Gear Sensing Single Phase Oil Filter Type Full Flow Spin-On Cartridge Regulation ±1% Crankcase Capacity(qt/1) 12/11 GOVERNOR SPECIFICATIONS ENGINE COOLING SYSTEM Type Electronic Type Ethylene Glycol 50/50 Mix Frequency Regulation Isochronous Water Pump Belt-Driven Steady State Regulation ±0.25% Fan Speed(rpm) 2,100 ELECTRICAL SYSTEM Fan Diameter 48 kW(in/cm) 20(50.8) Battery Charge Alternator 12 Volt 35 Amp Fan Diameter 60 kW and 80 kW(in/cm) 22(55.9) Static Battery Charger 2.5 Amp Fan Mode Pusher Recommended Battery(battery not included) Group 27F(48",725CCA System Voltage 12 Volts FUEL SYSTEM Fuel Type Natural Gas,Propane Vapor GENERATOR FEATURES Fuel Shut Off Solenoid Standard Revolving field heavy duty generator LP Fuel Pressure 7-14 in Water Column Directly connected to the engine NG Fuel Pressure 3.5-14 in Water Column Operating temperature rise 120°C above a 40°C ambient Class H insulation is NEMA rated Class F insulation is NEMA rated All models fully prototyped tested ENCLOSURE FEATURES Aluminum weather protective Ensures protection against mother nature, enclosure Electrostatically applied textured epoxy paint for added durability. Enclosed critical grade muf-Quiet, critical grade muffler is mounted inside the unit to fler prevent injuries. Small,compact,attractive Makes for an easy,eye appealing installation. SAE Sound attenuated enclosure ensures quiet operation. (All ratings in accordance with BS5514,ISO3046,ISG8528,SAE J1349 and DIN6271) GENERAC® 48 / 60 / 80 kW operating data o GENERATOR OUTPUT VOLTAGEAW-60 Hz kW LPG Amp LPG kW Nat.Gas Amp Nat.Gas CB Size(Both) 120/240 V,10,1.0 pf 48 200 48 200 200 RG048 120/208 V,30,0.8 pf 48 167 48 167 175 120/240 V.30,0.8 pf 48 144 48 144 150 277/480 V,30,0.8 pf 48 72 48 72 80 120/240 V,10,1.0 pf 60 250 60 250 300 RGO60 120/208 V,30,0.8 pf 60 208 60 208 200 120/240 V,30,0.8 pf 60 180 60 180 200 277/480 V,30,0.8 pf 60 90 60 90 100 120/240 V,10,1.0 pf 75 312 80 333 400 120/208 V,30,0,8 pf 75 260 80 278 300 RGO80 120/240 V,30,0.8 pf 75 226 80 241 300 277/480 V,30,0.6 pf 75 113 80 120 150 SURGE CAPACITY IN AMPS ENGINE FUEL CONSUMPTION Voltage Dip @<.4 pf Natural Gas Propane 15% 30% (ft3/hr) (m3/hr) (gal/hr) (ft3/hr) (I/hr) 120/240 V,10 100 300 Exercise cycle 101 2.86 0.67 24.5 2.54 120/208 V,30 118 242 25%of rated load 201 5.7 2.88 104.7 10.9 RG048 120/240 V,30 144 260 RG048 50%of rated load 336 9.5 4.16 151.3 15.7 277/480 V,30 64 123 75%of rated load 447 12.7 5.28 192 20 120/240 V,10 150 413 100%of rated load 604 17.1 6.61 240.4 25 RGO60 120/208 V,30 135 313 Exercise cycle 1 103 2.9 0.9 33.2 1 3.5 120/240 V,30 117 289 25%of rated load 257 7.3 2.1 78 8.1 277/480 V,30 54 122 RG060 50%of rated load 432 12.2 4.4 161.2 16.8 120/240 V,10 283 600 75%of rated load 618 17.5 6.8 247.2 25.7 RGO80 120/208 V,30 236 500 100%of rated load 808 22.9 8.4 305.6 31.8 120/240 V,30 204 432 Exercise cycle 103 2.9 0.9 33.2 3.5 277/480 V,30 102 192 25%of rated load 292 8.3 2.6 93.6 9.7 RG080 50%of rated load 534 15.1 5.7 208.8 21.7 75%of rated load 799 22.6 8.3 303.2 31.5 100%of rated load 1,063 30.1 10.8 393.2 40.9 Note:Fuel pipe must be sized for full load. For Btu content,multiply ft3/hr x 2,520(LP)or ft3/hr x 1,000(NG). For megajoule content,multiply m3/hr x 93.15(LP)or m3/hr x 37.26(NG). Refer to "Emissions Data Sheets" for maximum fuel flow for EPA and SCAQMD permitting purposes. STANDBY RATING:Standby ratings apply to installations served by a reliable utility source.The standby rating is applicable to varying loads for the duration of a power outage. There is no overload capability for this rating.Ratings are in accordance with ISO-3046-1.Design and specifications are subject to change without notice. GENERAC® 48 / 60 / 80 kW operating data ENGINE COOLING 48kW 60/80kW Air Flow(inlet air including alternator and combustion air in cfm/cmm) 2,829/80.1 3,197/90.5 System Coolant Capacity(gal/liters) 2.9111 4.5/17 Heat Rejection to Coolant(BTU per hr/MJ per hr) 201,600 204,570 ' Maximum Operation Air Temperature on Radiator(IF/°C) 150/66 150/66 Maximum Ambient Temperature(°F/°C) 140/60 140/60 COMBUSTION REQUIREMENTS Flaw at Rated Power(scfm/cmm) 92.7/2.6 170.4/4.8 SOUND EMISSIONS Sound Output in dB(A)at 23 ft(7 m)With Generator' 68 68 'In exercise mode EXHAUST Exhaust Flow at Rated Output(scfm/cmm) 104/2.9 181/5.1 Exhaust Temperature at Muffler outlet(oF/°C) 945/507 1,213/656 ENGINE PARAMETERS Rated Synchronous rpm 1,800 1,800 POWER ADJUSTMENT FOR AMBIENT CONDITIONS Temperature Deration....................................................................................................................3%for every 10°C above 25°C or 1.65%for every 10°F above 77°F Altitude Deration(48 kW).............................................................................................................1%for every 100 m above 183 m or 3%for every 1,000 It above 600 ft Altitude Deration(60 kW and 80 kW)............................................................................................1%for every 100 m above 915 m or 3%for every 1,000 It above 3,000 ft CONTROLLER FEATURES Two-Line Plain Text LOD Display.............................................................................................................................................Simple user interface for ease of operation. Mode Switch: Auto....................................................................................................................................................Automatic Start on Utility failure.7 day exerciser. Off.................................................................................................................................Stops unit.Power is removed.Control and charger still operate. Manual.................................................................................................Start with starter control,unit stays on.If utility fails,transfer to load takes place. Programmable Start Delay Between 10-30 Seconds.........................................................................................................................................................10 sec standard Engine Start Sequence...............................................................................................................................Cyclic cranking:16 sec on,7 rest(90 sec maximum duration) EngineWarm-up..............................................................................................................................................................................................................................5 sec EngineCool-Down..........................................................................................................................................................................................................................1 min Starter Lock-Out.........................................................................................................................................Starter cannot re-engage until 5 sec after engine has stopped. SmartBattery Charger.................................................................................................................................................................................................................Standard Automatic Voltage Regulation With Over and Under Voltage Protection........................................................................................................................................Standard AutomaticLow Oil Pressure Shutdown........................................................................................................................................................................................Standard OverspeedShutdown.......................................................................................................................................................................................................Standard,72 Hz HighTemperature Shutdown......................................................................................................................................................................................................Standard OvercrankProtection...................................................................................................................................................................................................................Standard SafetyFused...............................................................................................................................................................................................................................Standard Failureto Transfer Protection......................................................................................................................................................................................................Standard LowBattery Protection................................................................................................................................................................................................................Standard 50 Event Run Log.......................................................................................................................................................................................................................Standard FutureSet Capable Exerciser......................................................................................................................................................................................................Standard IncorrectWiring Protection........................................................................................................................................................................................................Standard InternalFault Protection..............................................................................................................................................................................................................Standard CommonExternal Fault Capability...............................................................................................................................................................................................Standard GovernorFailure Protection........................................................................................................................................................................................................Standard GENERACO 48 / 60 / 80 kW available accessories o 'Model # Product Description Generac's Mobile Link allows you to check the status of your generator from anywhere that Mobile Link°4G LTE you have access to an Internet connection from a PC or with any smart device.You will even G0071690 Cellular Accessory be notified when a change in the generator's status occurs via e-mail or text message.Note:' Harness Adapter Kit required. , ;Available in the U.S.only. Kit,Adapter Mobile Link The Harness Adapter Kit is required to make liquid-cooled units compatible with Mobile G006478-0 L/C (Required for QT and Link®. FIG Series) If the temperature regularly falls below 32 OF(0°C),install a cold weather kit to maintain G007992-0 Cold Weather Kit optimal battery temperature. Kit consists of battery warmer with thermostat built into the wrap. G007990-0 Extreme Cold Weather Kit Recommended where the temperature regularly falls below 32 OF(0°C)for extended periods of time.For liquid cooled units only. G005651-0 Base Plug Kit 'Add base plugs to the base of the generator to keep out debris. If the generator enclosure is scratched or damaged, it is important to touch-up the paint to G005703-0-Bisque Paint Kit protectfrom future corrosion.The paint kit includes the necessary paint to properly maintain or touch-up a generator enclosure. G007991-0 Scheduled Maintenance The Liquid-Cooled Scheduled Maintenance Kits offer all the hardware necessary to perform Kit complete maintenance on Generac liquid-cooled generators. G006664-0 Local Wireless Monitor Completely wireless and battery powered,Generac's wireless remote monitor provides you with instant status information without ever leaving the house. G006665-0 Wireless Remote 'Recommended for use with the Wireless Remote on units up to 60 kW, required for use on, Extension Harness units 70 kW or greater. G007993-0 E-Stop E-stop allows for immediate fuel shutoff and generator shutdown in the event of an emergen cy. The Wi-Fi enabled LP fuel level monitor provides constant monitoring of the connected LP`, G007005-0 Wi-Fi LP Fuel Level fuel tank Monitoring the LP tank's fuel level is an important step in making sure your Monitor 'generator is ready to run during an unexpected power failure. Status alerts are available through a free application to notify when your LP tank is in need of a refill. 'Smart Management Modules (SMM) are used to optimize the performance of a standby; G007000-0(50 amp) Smart Management ,generator.They manage large electrical loads upon startup and shed them to aid in G007006-0(100 amp)'Module recovery when overloaded.In many cases, using SMM's can reduce the overall size and; cost of the system. Ultrasonic Cleaner 'An ultra-concentrated anti-corrosive cleaning solution engineered to reach the smallest .A0000018981 ;cavities to clean the toughest contaminants.This water based formula is non-toxic, Solution biodegradable,safe for both metal and plastic surfaces,and is superior in rinsability. A0000019001 All Surface Protectant All surface protectant for vinyl,rubber,plastics creates a barrier that seals&protects sur faces from water, UV rays while renewing the look of the surface. Protectoro LID an . O O O O WEIGHT DATA SERVICE ITEM 4.5L NOTES: co ENGINEIKW .AL GENSETONLY WEIGHT WEIGHT OIL FILL CAP LEFT SIDE CA)ENCLOSURE SHIPPING WEIGHT OIL DIP STICK LEFTSIDE SHIPPING SKID KG[LBS] 1.MINIMUM RECOMMENDED CONCRETE PAD SIZE IS 6'OFFSET OF OVERALL LENGTH 4SL/48KW 5 �l KG[LBS] K1 InS] OIL FILTER LEFTSIDE AND WIDTH OF GENERATOR.(1193.8(47-)WIDE X 2423.2(95.4')LONG].REFERENCE co AL eoe]1781] [112] e5s[1803] OIL DRAIN HOSE RIGHT SIDE INSTALLATION GUIDE SUPPLIED WITH THE UNIT FOR CONCRETE PAD GUIDELINES. RADIATOR DRAIN HOSE RIGHT 5111E REFERENCE MANUFACTURER'S SPECIFICATIONS IF USING ENGINEERED,PREFABRICATED SLABS. n RADIATORIEXHAUST AIR INTAKE COOLANT RECOVERY BOTTLE RIGHT SIDE 2.ALLOW SUFFICIENT ROOM ON ALL SIDES OF THE GENERATOR FOR MAINTENANCE DISCHARGE AIR EMOVE COVEf[80TH SIDES) RADIATOR RLLCAP ROOFTOP AND SERVICING.THIS UNIT MUST BE INSTALLED IN ACCORDANCE WITH CURRENT o (BOTH SIDES) FOR ACCESS TO AIR CLEANER ELEMENT LEFTSIDE APPLICABLE NFPA 37 AND NFPA 70 STANDARDS AS WELL AS ANY OTHER FEDERAL, RADIATOR FILL �[ SPARK PLUGSo'. SIDE STATE,AND LOCAL CODES. IV Q CAp J'VIL MUFFLER 3.CONTROL PANEL/CIRCUIT BREAKER INFORMATION: DRIVE BELT -SEE SPECIFICATION SHEET OR OWNERS MANUAL BATTERv -ACCESSIBLE THROUGH CUSTOMER ACCESS ASSEMBLY DOOR ON REAR OF GENERATOR. 4.REMOVE THE REAR ENCLOSURE COVER PANEL TO ACCESS THE STUB-UP AREAS AS FOLLOWS: REFERENCE OWNERS MANUAL -HIGH VOLTAGE CONNECTION INCLUDING AC LOAD LEAD CONDUIT CONNECTION _ FOR PERIODIC REPLACEMENT NEUTRAL CONNECTION,BATTERY CHARGER 120 VOLT AC(0.5 AMP MAX)CONNECTION. 'I PARTS LIST -LOW VOLTAGE CONNECTION INCLUDING TRANSFER SWITCH CONTROL WIRES. 5.CENTER OF GRAVITY AND WEIGHT MAY CHANGE DUE TO UNIT OPTIONS. 6.BOTTOM OF GENERATOR SET MUST BE ENCLOSED TO PREVENT PEST INTRUSION AND RECIRCULATION OF DISCHARGE AIR AND/OR IMPROPER COOLING AIR FLOW. 7.REFERENCE OWNERS MANUAL FOR LIFTING WARNINGS. B.MOUNTING BOLTS OR STUDS TO MOUNTING SURFACE SHALL BE 518-11 GRADE 5 (USE STANDARD SAE TORQUE SPECS) 9.MUST ALLOW FREE FLOW OF INTAKE AIR,DISCHARGE AIR AND EXHAUST.SEE SPEC _ SHEET FOR MINIMUM AIR FLOW AND MAXIMUM RESTRICTION REQUIREMENTS. ATTERY 12V 10.GENERATOR MUST BE INSTALLED SUCH THAT FRESH COOLING AIR IS AVAILABLE 843[33] GROUP 27F AND THAT DISCHARGE AIR FROM RADIATOR IS NOT RECIRCULATED. TOP VIEW CENTER OF GRAVITY NEGATIVE GROUND 11.EXHAUST MUFFLER ENCLOSED WITHIN GENERATOR ENCLOSURE, (SEE NOTE 5) PIN G058665 REMOVE FRONT PANEL TO ACCESS. 1211[47.71 HAUST MUFFLER DOOR TYP VICE ACTION LATCH ENCLOSED WITHIN CIRCUIT BREAKE REAR ENCLOSURE ONE PER DOOR GENERATOR ENCLOSURE SEE NOTE 3 COVER PANEL ONE LIFT OFF DOOR PER SEE NOTE 4 SIDE OF GENERATOR -0 USTOMER ACCESS ,a -�:1 ASSEMBLY,CONTROL PANELACCESS I 11168[46.0] t a BATTERY CHARGER ) ? ) f III RADIATORIEXHAUSTOVERALL SEE NOTE LOCATED THIN 1 I' t 3 3`A # DISCHARGE AIR HEIGHT (f ! ] [2.6] 58 [2.3] I FUEL LINE CONNECTION TYP 47 2026 [79.8]TYP 318.E 1-114°NPT FEMALE TEE [1.8] 888 [35.01 [12 54] THROUGH BASEFRAME OPENING 2119 OVERA�WVW RIGHT SIDE VIEW ff [83.4]eI OVFL�F S�I�E�'�N Q' m DIMENSIONS:MM[INCH] m m n o n 4 v .p co Xr 1 I X 29.5 % [.53] [1.2] D MOUNTING SLOTS 'NOTE: o 4X STUB-UP AREA FOR HIGH AND LOW o VOLTAGE CONNECTIONS,CIRCUIT BREAKER, cm „o y NEUTRAL AND CUSTOMER CONNECTION OPENING. co 4 A 1 90 d A N -,�,•, c O IGH AND LOW VOLTAGE 786 N s STUB-UP AREA _ [30.9] � L x� µ [6.4] STUB-UP AREA mou 46.6 162 9 L 51 [1.83] [6.4] [Al [2.0] STUB-UP AREA EMOVABLE 1867.3 251.E [73.51 [y 9] STUB-UP COVER TOP VIEW 850 [33.5] 100 I 1919[75.5] 838.1 [33.001 ►I [3.94] MOUNTING SLOT CENTERS MOUNTING SLOT CENTERS 2119 [83.4] REAR VIEW LEFT SIDE VIEW 0 y m DIMENSIONS:MM[INCH] z m o n,c Protectoro Series cc ProtectorO c fC7 co C3 o o 0 0 IV CD RADIATOR/EXHAUSTSERVICE ITE51• -_T...... 4.5L _a NOTES_ DISCHARGE AIR OIL FILL CAP I LEFT SIDE 1 1 MNA kUh1 RECOMMENDED CONCRETE PAD SIZE:(6"LARGER PER SIDE THAN GENERATOR) A [BOTH SIDES) 1269(SW)WIDE 2786 [1101 LONG. OIL D P STICK LEFT SIDE REFERENCE INSTALLATION GUIDE SUPPLIED WITH UNIT FOR CONCRETE PAD GIADEN INES 1 Q —960 —► OIL FILTER LEFT SIDE 1 2 ALLOW SUFFICIENT ROOM ON ALL SIDES OF THE GENERATOR FOR MAINTENANCE 137.81 OIL DRAIN HOSE LEFT SIDE AND SERVICING.THIS UNIT t/AI.ST BE INSTALLED IN ACCORDANCE WITH CURRENT -+ 1 CG[SEE NOTE 51 �- RADIATOR DRAIN HOSE RIGHT SDE ! APPLICABLE NFPA 37 AND NFPA 70 STANDARDS AS WELL AS ANY OTHER FEDERAL, Iv r COOLANT RECOVERY BOTTLE I RIGHT SIDE STATE,AND LOCAL CODES. * "---•r---^�-^�-^• 3 CONTROL PANEL,/CIRCUIT BREAKER INFORMATION: a r RADIATOR FILL CAP I R00 TOP 7 SEE SPECIFICATION SHEET OR OWNERS ANNUAL tr t t ....•.......,...........,.........,_,_...,......._...M...� t ACCESSIBLE THROUGH Cl)STOh R ACCESS ASSEMBLY ON REAR OF GENERATOR. AIR CLEANER_ELEMENT d7HEIi SIDE - -- 4.INSIDE STUB-UP AREA FOR AC LOAD LEAD CONDUIT CONNECTION,NEUTRAL CONT ECTION, SPARK FLUBS.. -4... LEFT SIDE 1 c BATTERY CHARGER 120 VOLT AC CS AMP MAX►CONNECTION AND ACCESS TO TRANSFER MUFFLER_ LSEE NOTE It I SWITCH CONTROL WIRES REMOVE REAR COVER FOR ACCESS. -)� ( --� FAN BELT�•-_-•_�_-_,OTHER 510E I S.CENTER OF GRAVITY AND WEIGHT MAY CHANGE DUE TO UNIT OPTIONS aa� BATTERY y wo 6 80110M OF GENERATOR SET MUST ENCLOSED TO PREVENT PEST INTRUSION AND RECIRCULATION OF DISCHARGE AK)AND/OR Ll1PROPER COOLING AIR FLOW, a 7.REFERENCE OWNERS MANUAL FOR LIFTING WARNINGS. IYL DRAW- &11,01 NO BOLTS OR STUDS TO NOIWTINO SURFACE SHALL BE 5/8-11 GRADE 5 REN.OVE COVER FOR-/ NSE STANDARD SAE TORGUE SPECSI ACCESS TO RADIATOR BATTERY 12V 9.MUST ALLOW FREE FLOW OF INTAKE AIR,DISCHARGE AIR AND EXHAUST_SEE SPEC FILL CAP GRP 27F SHEET FOR 18MMUM AIR FLOW AND MAX102A RESTRICTION REOUIREIMTS NEGATIVE GROUND REFERENCE OWNERS MANUAL t0.GENERATOR MUST BE INSTALLED SUCH THAT FRESH COOLING AIR IS AVAILABLE P/N G058665 AIR INTAKE FOR PERIODIC REPLACEMENT AND THAT DISCHARGE AIR FROM RADIATOR IS NOT RECIRCULATED. [BOTH SIDESI PART LISTINGS 11 REMOVE FRONT END PANEL TO ACCESS EXHAUST MUFFLER.ACCESS AVAILABLE TOP__MEW THROUGH DOORS TO FAN BELT, EXHAUST MUFFLER— ENCLOSED WITHIN I VICE ACTION LATCH GENERATOR ENCLOSME I! ONE PER DOO ONE LIFT G DOOR PER SEE NOTES 9,10 3 11 -10414 141001-�{ CIRCUIT BREAKER---} N DOUR WIDTH TYP� SEE NOTE 3 1 r SIDE OF GENERATOR 77 'REAR ENCLOSURE 1 3r !yF' r COVER PANEL 6 1=qyp 'j ry 1 -•;�s, a`" "' T .� SEE NOTE 4 6q x a s .G1C 9N5zwu s. y RADIATOR/EXHAUST DISCHARGE AIR ! �1� M, 1241 14M) OVERALL ? a CUSTOMER ACCESS } HEIGHT s ASSEMBLY,CONTROLtog PANEL I BATTERYCCE 14.31 i LOCATED WITHIN Q ' t SEE NOTE 3 94 ti 964 13801- . `-1 1 FUEL LINE CONNECTION '-RADIATOR DRAW 88 TYP J 47 TYP t+----2357 19261 TYP - 't€i ¢635 12.51 OVERALL WIDTH 1 I.1/4'NPT FEMALE TEE 12.7) Its) 1 i LIFTUVG EYE REAR-MEW 350 -_! THROUGH BASE FRAME OPENING r+ —2481 197.71--- —-► (01 113.8) OVERALL LENGTH RIGHLI6EW WEIGHT DATA WEIGHT WEIGHT I t ENCLOSURE StiPPtNG WEIGHT! y LEFT-VIEW ENG51'E/KW MATERIAL GENSET ONLY SKPPING SKID_I KG_(L651 KG 0. KG (LBSI851 4.SL/60KW j FVV AL 857(18901 79 1175IT 838 12064) �i _44.51-180KIN AL 903 f1990) 79 p751-��983 121651„i -� m 0 m d n o n r GENERAC® 60 / 80 kW installation layout r o Drawing#A0000293264(2 of 2) OW U n� � > o % n 3 ! u? s � W I I t j a m S1 _ � N n N 2 �W v II s 1 I Ty F nV O GENERAC' Generac Power Systems,Inc. • S45 W29290 HWY.59,Waukesha,WI 53189 • generac.com ©2019 Generac Power Systems,Inc. All rights reserved. All specifications are subject to change without notice.Part Number A0000373704 Rev E 9/25/2020