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HomeMy WebLinkAbout51519-Z ho-00fSao,,yolo TOWN OF SOUTHOLD BUILDING DEPARTMENT {� TOWN CLERK'S OFFICE. o��COUMr N� 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#: 51519 Date: 01/07/2025 Permission is hereby granted to: Lawrence C Provenzano 555 Three Waters Ln Orient, NY 11957 To: Construct additions and alterations to an existing single-family dwelling as applied for per SCHD and ZBA approvals. Premises Located at: 555 Three Waters Ln, Orient, NY 11957 SCTIVI# 15.4-10 Pursuant to application dated 11/08/2024 and approved by the Building Inspector. To expire on 01/07/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $1,868.00 CO Single Family Dwelling-Addition/Alteration $100.00 Total $1,968.00 Building Inspector FIELD INSPECTION REPORT DATE COMMENTS b FOUNDATION (IST) - ---na Jolt --------------------------------- FOUNDATION (2ND) n�10 V � c f H ROUGH FRAMING& V PLUMBING J � 1 - r INSULATION PER N.Y. - H STATE ENERGY CODE FINAL ADDITIONAL COMMENTS c dc o - --- z m Q � Xo H O — z ' x _c S y TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 oy Telephone(631)765-1802 Fax(631)765-9502 h"s://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only U) �• r , LL PERMIT NO. 1511 Building Inspector: ;-; I;. NOV - 7 2024 App6cattons and forms must be filled out in their entirety,lncomplete appllcattons wlll not be accepted::.INhere the Applicant is notthe'owner,:an Owner's Authornation form(Page 2)shad be completed.` k � Date: 11.6.24 OWNERS)OF PROPERTY. Name:JEANNE AND LARRY PROVENANO SCTM#1000--15-07-10 Project Address:555 THREE WATERS LANE Phone#:413-478-0735 Email.jeanneprovenzano@gmail.com Mailing Address:4.3 EUSTON ROAD, GARDEN CITY, NY 11530 C0t1lTACT PERSON - Name:KATHERINE SAMUELS Mailing Address:25235 MAIN ROAD CUTCHOGUE, NY 11935 Phone#:631_235-1177 Email:KATE@SAMUELSANDSTEELMAN.COM DESIGN PROFESStONAt.lNFORI1AATiON Name:SEE ABOVE Mailing Address: Phone#: Email: CONTRACT .'INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRCI,CTION_ ❑New Structure BAddition ❑Alteration DRepair ❑Demolition Estimated Cost of Project: ❑Other $6W 00D Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes BNo 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 R-40 this property? OYes ;. No IF YES,PROVIDE A COPY. Chapter 236 of tare Town Code:APPUCAT oNo IS HEEREB MADE to t,6,_.idi` ` far the ssu�ece ge and storm water issues as provided by Reading:fter / estgn:profes�io l k onslhle for all drains ng DO of a Bmtdmg PPrmrFpursuanttothe t3uildmg2one: Ordinance ofthe Town of Southold Suffolk Cou pp Ordmanoes or RegerlaLons for the construction of buildings, r1ty,NewYortcandotliera licablelaws; additions,alterations or for removaYor demolrhon as herein desa�bed The applicant agrees to damply wrtt aU appRca6le`la%V5'L rdine»ces,bmlding code, hoimng code an regutatons and to admit authorized inspectors on premises and m bm7ding(s)for:neeessary inspections Fatse statements made herein are punishable a fJass A'misdemeareoi pursftant to Section 210A5 of the New York State Penal tauv. Application Submitted By(print name),•KATHEHINE SAMUELS BAuthorized Agent ElOwner Signature of Applicant: Date: 11/06/2024 State Of Texas y.�;�°r°�•��� cu"cj" SS: '• .�� NN1R1�f7 COUNTY OF Harris +;'"'"t 00lOWSSIDN Q+tea 15"Ex pF' Pim August 13.20M KATHERINE SAMUELS being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the AGENT (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have perfoormed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 6th day of November 20 24 Q1fl Chen Electronically signed and notarized online using the Proof platform. Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, iP�NYt2 t"ro1✓fr(Z4vt0 residingat 011r C L(90.+'—V*5 [.AKA r Dr 4-, A.I. 11 qJ 7 do hereby authorize 1'1� I'<Afftel'as C,4 to apply on my behalf to the Town of uthoid Building Department for approval as described herein. 11/6/24 Owner's Signaturi, Date •� M • ml/PY1 Z.QLI Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: April 10, 2023 TO: Provenzano, Lawrence 555 Three Waters Ln Orient,NY 11957 Please take notice that your application dated January 25, 2023: For permit: to construct additions and alterations including a second story addition, a 31.5 square foot outdoor shower and an accessoryground swimming pool to an existing single family dwelling_ Location of property: 555 Three Waters Lane, Orient,NY County Tax Map No. 1000—Section 15 Block 7 Lot 10 Is returned herewith and disapproved on the following grounds: The proposed addition on this non-conforming 13,750 sf parcel in a Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a rear yard setback of 35 feet and a maximum lot coverage of 20%. The site plan shows the additions to have a rear yard setback of 13 feet 11 inches. The site plan calculates total lot coverage to be 23.4%. Additionally,the new construction is not permitted pursuant Article XXXVI Section 280-207, which states maximum gross floor area shall not exceed the permitted square footage for lots containing up to 20,000 square feet of lot area : 2,100 sf plus 12.5% of the lot area in excess of 10,000 square feet up to a total of 3,350 square feet maximum. The provided calculations project a total gross floor area of 3,236 sf, where 2,568 sf is permitted (exceeding the permitted maximum by 668 sf). Lastly,the proposed accessoryground swimming pool, on this non-conforming13,750 sq. ft. lot in the R-40 District, is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard. The site plan shows the proposed accessory in-ground swimming pool to be located in the side yard. jj� Au rized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. J / BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson �*°®F S0�/,�® 53095 Main Road • P.O. Box 1179 Patricia Acampora ��' �� Southold,NY 11971-0959 Eric Dantes t Office Location: Robert Lehnert,Jr. Town Annex/First Floor ® �O 54375 Main Road(at Youngs Avenue) Nicholas Planamento Southol 71 00u T1 ` 691VED http://southoldtownny.gov ZONING BOARD OF APPEALS AUG 2 1 2023 TOWN OF SOUTHOLD ,� AUG 2 3 2023 Tel. (631) 765-1809 S®u$hold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 17, 2023 ZBA FILE: # 7813 NAME OF APPLICANT: Lawrence C. and Jeanne M. Provenzano PROPERTY LOCATION: 555 Three Waters Lane, Orient, NY SCTM# 1000-15-7-10 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 13,750 square foot parcel located in an R-40 Zoning District. The parcel runs 125.00 feet along Uhl Lane, runs 110.00 feet along Three Waters Lane, runs 110.00 feet on the West side and 125.00 feet on the East side. The parcel is improved with a house with a wood deck and an accessory shed. All is shown on a survey prepared by Peter A Groben L.L.S, dated November 3, 2021. BASIS OF APPLICATION: Request for Variances from Article III, Sections 280-15; Article XXIII, Section 280- 124; Article XXXVI, Section 280-207; and the Building Inspector's April 10, 2023 Notice of Disapproval based on an application for a permit to construct an accessory in-ground swimming pool, and construct additions and alterations to a single family dwelling including a second story addition , and a 31.5 square foot outdoor shower; at 1) Pool located in other than the code permitted rear yard; 2) additions more than code permitted maximum lot coverage of 20%; 3) additions located less than code required minimum rear yard setback of 35 feet; 4) gross floor area exceeding permitted maximum square footage for a lot containing up to 20,000 square feet in area; located at 555 Three Waters Lane, Orient, NY SCTM 4 1000-15-7-10. RELIEF REQUESTED: The applicant requests variances to 1) locate a swimming pool in a side yard location where town code requires swimming pools to be located in a rear yard location. 2)The additions propose a rear yard setback pf 13 feet 11 inches where town code requires a minimum 35-foot rear yard setback. 3) the site plan calculates a total lot coverage of 23.4 percent where town code permits a maximum lot coverage of 20% 4) The proposed gross floor area is 3,236 square feet where town code permits a maximum gross floor area of 2,568 square feet on this size parcel, exceeding the maximum by 668 square feet. Page 2, August 17,2023 97813, Provenzano SCTM No. 1000-15-7-10 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on August 3, 2023 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law V67-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The parcel is a single-family residential neighborhood. Two story homes are characteristic of this neighborhood. The parcel is burdened by two front yards therefore the non- conforming rear yard setback is actually for an architectural side yard, and the non-conforming pool location is actually an architectural rear yard location. The excessive lot coverage is for a swimming pool which will not be visible from the street. Due to extensive mature landscaping and solid wood fencing.The non-conforming gross floor area is 668 square feet over the code permitted maximum. The applicant testified that the house was designed prior to the new Gross Floor Area requirements and the 668 square feet does not affect the character of the neighborhood. 2. Town Law$267-b(3)(b)(2). The benefit sought by the applicant for the non-conforming pool location cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The parcel is burdened by having two front yards and there is not a code conforming location to build a swimming pool. The applicant could meet the rear yard setback requirements, lot coverage requirement, and GFA requirement, however, the applicant designed the house and placed the swimming pool in the least obtrusive location so as to screen it from the street and the neighborhood, and is maintaining the existing footprint by adding livable space over the existing attached garage. 3. Town,Law §267-b(3)(b)(3). The variance granted herein for the non-conforming pool location is mathematically substantial, representing 100% relief from the code. The variance granted herein for the non-conforming rear yard setback is mathematically substantial, representing 60% relief from the code. The variance granted herein for the non-conforming lot coverage is mathematically substantial, representing 17% relief from the code. The variance granted herein for the non-conforming gross floor area is mathematically substantial, representing 26% relief from the code. However, the lot is a corner lot burdened by two front yards, the applicant eliminated a shed and some decking to reduce the excessive lot coverage caused by the proposed pool which is also as small in size as possible, and the proposed second story additions, alterations and accessory swimming pool are all characteristic of the residential properties in this neighborhood. 4. Town Law §267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. Also, the applicant proposes a new Innovative Alternative wastewater treatment sanitary system 5. Town Law 4267-b(3)(b)(5). The difficulty for the pool location, rear yard setback, and lot coverage has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. The difficulty for the non-conforming Gross Floor Area is not self-created because the GFA requirements were added to the code after the home had been designed based on the code that was current at the time and submitted to the ZBA for variance relief. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate) to enable the applicant to enjoy the benefit of a renovated home with swimming pool while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. l Page 3,August 17,2023. #7813, Provenzano SCTM No. 1000-15-7-10 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Lehnert, and duly carried, to GRANT the variances as applied for, and shown on the Site Plan and Architectural Plans prepared by Katherine Jean Samuels, Architect, last revised March 31, 2023 and labeled T-100; T-200, A-001; D-100; A-101; A-200; A- 201; A-300; A-400; & A-401. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Swimming Pool pump equipment/mechanicals must be located a minimum of 20 feet from any property line or be contained in a shed type enclosure with a lot line set back that is in conformance with the bulk schedule for accessory structures 2. Drywell for swimming pool de-watering shall be installed. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings,siteplan and/or survey cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,setbacks and other features as are expressly addressed in this action. TIME LIMITS ON THIS APPROVAL: Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3) years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3) consecutive one(1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Lehnert, Acampora, and Planamento(5-0) Leslie Kanes Weisman, Chairperson Approved for filing / /2023 COUNTY OF SUFFOLK D �5 U 2 15 2 n� 152 a OCT 1 7 2023 STEVEN BELLONE Building Departmeant SUFFOLK COUNTY EXECUTIVE Town Of 11'JuthOld DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH COMMISSIONER October 10, 2023 Mr. Joseph Fischetti, P.E. P.O. Box 616 Southold,New York 11971 Subject: Variance Hearing SCDHS Ref. R-22-2454—Property of Provenzano Property Location: s/w/c Uhl Lane and Three Waters Lane,Orient—t/o Southold—SCTM No. 1000-015.00-07.00-010.000 To Whom It May Concern: Your request to appear before the Board of Review of the Suffolk County Department of Health Services has been received. The review of this case has been scheduled for October 19, 2023 at 11:30 a.m. in the Suffolk County Department of Health Services' Conference Room, 360 Yaphank Avenue — Suite 2C, Yaphank,New York 11980. You and interested parties are requested to appear, with or without counsel. On that occasion, you may produce any information or evidence you wish to be considered concerning the above-referenced property. Should you have any questions, please call (631) 852-5800. 4P11151, ngineer ew Enclosure Cc: Board of Review File—Yaphank Mr.Edward Lyons—Reviewer 'Mr.Andrew Freleng—SC Planning Department Town of Southold Planning Department Ms.Jeanne Provenzano Ms.Margaret Nussbaum Mr.and Mrs.Valante 1V1s.Joanne Kim and Mr.Howard Greller x " .Division Of Environmental Quality♦Board Of Review.360 Yaphank Avenue,Suite 2B♦Yaphank NY 11980+ ..: Phone(631)852-5801 Fax(631)852-5825 PublicHeallth Prevent.Promote.Protect. COUNTY OF SUFFOLK STEVEN BELLONE C 2p23 SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD;.MPH COMMISSIONER• November 14, 2023 Mr. Joseph Fischetti, P.E. P.O. Box 616 Southold,New York 11971 Subject: Variance Hearing SCDHS Ref. R-22-2454—Property of Provenzano Property Location: s/w/c Uhl Lane and Three Waters Lane, Orient—t/o Southold—SCTM No. 1000-015.00-07.00-010.000 To Whom It May Concern: Enclosed is a copy of the findings, recommendations and determination of the Board of Review concerning the subject application. Based on the information submitted,the Board granted the request for variance/waiver with the provisions indicated in the determination. The granting of this waiver does not imply that your application will be automatically approved. It is your responsibility to ensure that your application is complete; otherwise,your approval will be subject to unnecessary delay. Very tru rs, So en,P.E. Chief lic Health Engineer air,Board of Review Enclosure Cc: Board of Review File—Yaphank Mr.Edward Lyons—Reviewer Mr.Andrew Freleng—SC Planning Department Town of Southold Planning Department Ms.Jeanne Provenzano Ms.Margaret Nussbaum Mr.and Mrs.Valante Ms.Joanne Kim and Mr.Howard Greller .Division Of Environmental Quality♦Board Of Review 360 Yaphank Avenue,Suite 2B Yaphank NY 11980• 3; Phone(631)852-5801 Fax(631)852-5825 PRb�1C$ Iitb Prevent.Promote.Protect. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL QUALITY BOARD OF REVIEW ARTICLE 2,SECTION 220,SUFFULK COUNTY SANITARY CODE To: Grregson H. Pigott,MD,MPH,Commissioner From: John Sohngen,P.E., Chair,Board of Review Subject: Findings and Recommendations of the Review Board Regarding: R-22-2454; Properly of Provenzano— s/w/c Uhl Lane and Waters Lane, Orient— t/o Southold— SCTM No. 1000-015.00-07.00-010.000 Hearing Date: October 19,2023 Board Members: Karol Sarian,Michael Seaman Reviewer: Edward Lyons Statement of Problem Residential Construction Standards require that the distance between sanitary leaching structures and shallow private wells be at least 150 feet (ft.). The applicant is proposing to install a sewage disposal system to serve a single-family dwelling that does not conform to standards in that the nearest leaching structure is less than 150 feet from the onsite shallow well. The Private Water System Standards require that the distance between shallow private wells and sanitary leaching structures be at least 150 ft. The applicant is proposing to utilize a well to serve a single-family dwelling that does not conform to standards in that the shallow well is.less than 150 ft. from proposed onsite sanitary leaching structures. Findings and Facts 1. The applicant is proposing an addition to an existing single-family dwelling on a parcel having an area of 13,750 square feet (sf). The dwelling will have a maximum of 5- bedrooms. 2. The parcel is located in Groundwater Management Zone 4. : 3. The existing sanitary system to be abandoned consists of a cesspool. 4. The existing onsite private well will be abandoned, and a new onsite private well will be installed. 5. The parcel is depicted as a single lot on the 1981 tax maps. 6. The parcel is lot 40 on the subdivision map of"Orient by the Sea, Section 1". The map was approved by the Department in 1957. The typical lot layout on the map depicted a separation of 65 ft.between private wells and stacked block cesspools. Gregson H. Pigott,MD,MPH, Commissioner Hearing Date: October 19,2023 Subject: Findings and Recommendations of the Review Board Regarding: R 22-2454; Property of Provenzano — s/w/c Uhl Lane and Waters Lane, Orient—t/o Southold— SCTM No. 1000-015.00-07.00-010.000 7. The new sanitary system will consist of an innovative and alternative onsite wastewater treatment system (I/A OWTS) and two 8-ft. diameter by 8-ft. effective depth leaching pools, with room for one expansion leaching pool. I/A OWTS have increased nitrogen removal capabilities compared to a cesspool or conventional sanitary system(septic tank plus leaching). 8. The proposed I/A OWTS unit is the Hydro-Action AN500 unit. The Hydro-Action AN series have received General Use approval from the Department. 9. Soils conditions are acceptable, with 0 to 1.0 ft. of dark brown loam, 1.0 ft. to 4.0 ft. of brown silt, 4.0 to'8.0 ft. of brown silty sand with gravel, 8.0 to 17.33 ft. of brown fine to course sand, and 17.33 to 25.0 ft. of water in brown fine to course sand. 10. Groundwater was encountered at 17.33 ft.below grade at elevation 2.0 ft. The system will be designed based on a highest expected groundwater elevation of 2.0 ft. 11. As per the groundwater contributing areas and source water assessment maps prepared by Camp Dresser McKee (CDM) in 2009, as part of the Comprehensive Water Resources Management Plan (CWRMP) for Suffolk County, groundwater flow direction is northerly towards the Long Island Sound. 12. The applicant provided a well driller's certificate for the proposed onsite private well (S 137578) showing a total well depth of 37 ft.with a static water level of 15 ft.,with a 4 ft. screen, and 18 ft. of water in the well above the screen. 13. A water sample of the proposed onsite private well,taken May 10,2023 by the Department, showed water quality in the well to be in conformance with drinking water standards with the exception of iron and iron plus manganese. Iron in the well was 2.1 mg/l and the maximum contamination limit is 0.3 mg/l, and the iron plus manganese in the well was 2.25 mg/l and the maximum contamination limit is 0.3 mg/l. The applicant installed a whole house treatment system for to treat the iron and manganese consisting of an ion exchange filter. 14. During the hearing, the Board requested that the design professional modify the proposed sanitary system location to increase separation distances to neighboring and onsite private wells. After the hearing, the design professional submitted a revised plan according to the Board's request. 15. The proposed onsite sanitary system does not meet the minimum required separation distances from shallow drinking water wells,as follows: a. Approximately 88.5 ft. between the proposed leaching structures and the proposed onsite well, where 150 ft_ is required. The leaching structures are located downstream from the well with respect to the groundwater flow direction. The e a Gregson H.Pigott,MD,MPH, Commissioner Hearing Date:October 19,2023 Subject: Findings and Recommendations of the Review Board Regarding: R 22-2454; Property of Provenzano — s/w/c Uhl Lane and Waters Lane, Orient— t/o Southold— SCTM No. 1000-015.00-07.00-010.000 existing sanitary system to be abandoned is located 83.9 ft.the existing onsite private well to be abandoned. b. Approximately 116.5 ft. between the proposed leaching structures and neighboring private well located on the tax lot to the south (SCTM No. 1000-015.00-07.00- 011.000), where 150 ft. is required. The leaching structures are located downstream from the well with respect to the groundwater flow direction. c. Approximately 136.1 ft.between the proposed leaching structures and neighboring private well located on the tax lot to the northeast(SCTM No. 1000-015.00-06.00- 024.000),where 150 ft.is required. The leaching structures are located lateral from the well with respect to the groundwater flow direction. 16. The proposed on-site shallow drinking water well does not meet the minimum required separation distances from sanitary system structures, as follows: a. Approximately 88.5 ft. from the proposed leaching structures, where 150 ft. is required. The leaching structures are located downstream from the well with respect to the groundwater flow direction. b. Approximately 109.6 ft. between the proposed onsite private well and the neighboring onsite sewage disposal system located on the tax lot to the south(SCTM No. 1000-015.00-07.00-011.000), where 150 ft. is required. The neighboring sanitary system is located lateral from the well with respect to the groundwater flow direction. Determination It was a 3 to 0 determination of the Board to grant the request for the variances for the locations of . the proposed new sanitary system and shallow private well,with the following conditions: • Treatment for the excess iron and manganese in the well water shall be provided,and covenants shall be filed in accordance with Department requirements and procedures. Although the separation distances between the proposed shallow well and new sanitary system are less than those required by standards, the structures have been located in the best possible locations for protection of drinking water wells. The onsite private well will be connected to treatment systems to reduce the iron and manganese present in groundwater to below the drinking water MCL.Furthermore,-the onsite sewage disposal system to be installed will include an innovative and alternative onsite wastewater treatment system with leaching capacity designed in accordance with current standards, and will be an improvement over the existing system being removed. The site has soil and groundwater conditions that will permit the operation of the new sewage disposal system, and the proposal should not result in any degradation of groundwater quality. The granting of the requested variances is not a formal approval to modify a dwelling and install an onsite sanitary system or private well on the subject property. Rather, it is a determination on the specific variances requested, based upon factors noted in §760-612 of the Suffolk County Sanitary Gregson H.Pigott,MD,MPH,Commissioner Hearing Date: October 19,2023 Subject: Findings and Recommendations of the Review Board Regarding: R 22-2454; Property of Provenzano — s/w/c Uhl Lane and Waters Lane, Orient— t/o Southold — SCTM No. 1000-015.00-07.00-010.000 Code(Sanitary Code). In compliance with §760-612A(1)(a), the proposed variances are in general conformity with the Sanitary Code. The variances should not impair groundwater, surface water and drinking water supplies, and, as such, is consistent with criteria specified in §760-612A(1)(b). The granting of the requested variances will not adversely affect the design of an adequate on-site water supply and/or sewage disposal system, taking into account soil conditions, depth to groundwater, and site-specific physical conditions, and as such, is consistent with criteria specified in §760-612A(1)(e). As per §760-612 of the Sanitary Code, the approval of the variances is in harmony with the general ' purpose and intent of the Sanitary Code to protect groundwater and drinking water supplies,surface water and other natural resources, and public health, safety and welfare. November 14, 2023 ohn .E. Chair Board o eview M54Z31 *Note:All references to Article 6 of the Suffolk County Sanitary Code refer to the version effective December I,2020. TOWN OF SOUTHOLD—:BUILDING DEPARTMENT Town Hall Annex 54375 Main Road.P.0.Sox 1179 Southold,NY 1 971-0959 k` Telephone(631)765=1802 Fax(631)765-9502 https://www.southoldtownny.gov ' t. 1 i ..r Date Remixed- f. APPLICATION FOR LNG PERMIT ` � ` Ialn �S PERMIT NO, Building Inspector: �J i vjr, ".r 3 ' t Appl�cat�ons and forms must be filled out';►n theirentirety Incomplete u�i�{cfL ''' app6catrons wdl not be accepted Where the Ao, hi6n 4 not fhe owner,an Owner's Authorization farm(Page 2l shalt be completed. /y7 - Date:1/1 7/2s . a r ram: Name:JEANNE AND LARRY PROVENANO SCTM#1000--15-07-10 n...c*A-4- A.d.1........ rr� � ���r •sra�-r r �O-Ti xs eas3 �s �+=ao� Phone#:413-478-0735 Emil:jeanneprovenzano@gmaii.com Mailing Address:43 EUSTON ROAD, GARDEN CITY NY 1153:0 CONTACT PERSON ' sr>' is J -t4ame.KATHERiNE SAlii UEL S MailingAddress:25235 MAIN ROADCUTCHOGUE, NY 11935 Phone#:631-235-1177 Email:KATE@SAMUELSANDSTEELMAN.COM i DESIGN P OFESSI0110AL INFORMATION = , Name:SEE ABOVE Mailing Address: phone#: EmaiL ,CONTRACTOR INFORMATIOi�I >_ 9 . Narne--TBD. ,i Nailing Address: Phone#: Email: a f `DESCRIPTION OF PROP05ED CONSTRUCTION u r ' ( , ONewStructure RAddition .I]Alteration ❑Repair ❑Demolition Estimated Cost of Project: s` ❑Other $650,000 Will the lot be re-graded? EIYes ®No Will excess fill be removed from premises? ❑Yes .BNd i:. 1 6, r PRQPERTY INFO6tMATION h r t _ .^t �. �•' rF• K_r. 's 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 }' r: I -40 this property? ❑Yes®No 1F YES,PROVIDE A COPY. is l�ec1C. ta3t A es"38 13I The owner/ccritractor/design professional a respo€Ysible for all drainage andstortri water issues as p"ded by ; Chapter 23fi:of the Town Code:APPIICATlON IS HEREBY MADE to the,Bwtdmg bepartment far the issuance of a Building Permit pursuant to the Building Zone Ortlinance of the Town of Southold,Suffolk,bounty,AlewYork and atherapplicable Laws Ordinances or`ReguhYdons,for the E onstruction"of buildings, Q. housing Cade and regulations and to admit authorized ins 'actors on reYnises and in bu>idi` s for ecessa ins a p p ng{1 rt ry p coons,False statements made herein are �. .punishable as a class A misdemearlor puFsuant,ta 5ectton 210 45 of}(the,[Vew York,St,�be'Pertai Law. {, r ,. s � i. i� Application Submitted By(print name):KATHERINE SAMUELS ®Authorized Agent ❑Owner ' i Signature of Applicant: Date:. STATE OF NEW YORK) ' SS: COUNTY OF ) 1' KATHERINE SAMUELS being duly sworn,deposes and says that(s)he is the applicant ' (Name of individual signing contract)above named, r (S)he is the AGENT s (Contractor,Agent,Corporate Officer,etc.) 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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. `, Sworn before me this jday of -0 Notary Public Dawn Jchnso, *j NOTARY `N©Lary?uhlic,State of New York rueuc `' No OIJG6349053 PROPERTY OWNER AUTHORIZATION ��roQr QiialiiYE d in Suff'jk C®vnty (Where the annlirant is not the nwiiprl �rrripAmm�N��` 'LO14Y51,19SIQ1IY�X r. r:. 1, anne ly' . R0V'C970XQ residingat WaA ey!5 L.at te, Qri-w-k A.Y. j j q57 / do hereby authorize 1(a 4e S4YY LY-15 1,54ft-e-Is Cd to apply on ( my behalf to the Town of uthold Building Department for approval as described herein. 1/� k Owner's Signatur Date. w , . Ann , Print Owner's Name 2 ESSEKS HEFTSR, ANGEL, DI TALIA & PAS(%$AOVAL COUNSELORS AT LAW MAIN OFFICE EA nn 108 EAST MAIN STREET I ,, L P.O. BOX 279 L f -, D L 1 V f 'ul I RIVERHEAD, NY 11901-0279 PARTNERS MAR 0 8 2023 SOUTHAMPTON OFFICE (BY APPOINTMENT ONLY) CARMELA M.DI TALIA 30 MAIN STREET ANTHONYC.PAS CA f�1�9P�99�"�C���l ll• AMANDA STAR FRAZER Y0N0FS0UTW0I SOUTHAMPTON,NY 11968 LISA D.TYMANN KIM A.SMITH March 8, 2023 EAST HAMPTON OFFICE SENIOR COUNSEL (BY APPOINTMENT ONLY) STEPHEN R.ANGEL 34 PANTIGO ROAD MARCIA Z.HEFTER Building Department EAST HAMPTON, NY 11937 COUNSEL Town of Southold CHRISTINE PERRUCCI 54375 Main Road WWW.EHALAW.COM SMITH Southold, New York 11971 (631) 9-1700 ELIZABETH L.BALDWIN FAX:(631)1)369-20 369-2065 PATRICIA M.CARROLL (NOT FOR SERVICE) ASSOCIATES Re: Applicants: Lawrence C. Provenzano & KIMBERLY A.ORINGER Jeanne M. Provenzano OFCOUIVS.EL VICTORIA VELAZCZUEZ JAMES SPIESS Premises 555 Three Waters Lane, Orient, New York McNULTY SPIESS, P.C. WILLIAM W.ESSEKS SCTMNo. 1000-15 710 (631)727-8200 (1934-2022) Dear Sir/Madam: On February 22, 2023, your office issued the enclosed Notice of Disapproval regarding the application dated January 25, 2023. In order to reduce the proposed lot coverage, the applicants/owners have amended their site plan by removing the 100 square foot deck and removing the existing 64 square foot shed. Removing the shed also eliminates the accessory structure from the side yard. Enclosed are two sets of the revised plans. We asked that an updated Notice of Disapproval be issued reflecting the revised plans and forwarded to our office. Thank you and if you should require any further information, please do not hesitate to contact our office. Very truly yours, Elizabeth L. Baldwin ELB:mmc Enclosures DECLARATION OF COVENANTS AND RESTRICTIONS THIS DECLARATION made this .2 day of J 2024, by LAWRENCE C. PROVENZANO and JEANNE IVL PROVENZANO,residing at 555 Three Waters Lane,Orient, New York 11957 (hereinafter referred to as "DECLARANTS"), as the owners of premises described in Schedule"A"annexed hereto,(hereinafter referred to as"PREMISES"),desires to restrict the use and enjoyment of said Premises,and has for such purposes determined to impose on said PREMISES covenants and restrictions and does hereby declare that said PREMISES shall be held and shall be conveyed subject to the following covenants and restrictions: 1. DECLARANT has made an application to the Suffolk County Department of Health Services (hereinafter referred to as the DEPARTMENT) for a permit to construct and/or approval of plans for a single-family residence,a subdivision or development.or other construction project on the PREMISES. The PREMISES are to be served by an individual on-site private well and the test wells sampled for the PREMISES indicated a groundwater supply that had contamination in excess of the minimum drinking water standard and/or guidelines of the State of New York and contained excess of the following: a. Iron+Manganese(combined,calc) b. Iron(Fe) A complete list of analysis,results is attached hereto as Schedule C and the County of Suffolk Department of Health.Services has agreed to issue a permit only if•there be a record covenant that.the necessary water conditioning equipment be installed so as to meet the quality standards of drinking water. 2. a.The DECLARANTS appeared before the Board of Review requesting a variance for the installation of the sewage disposal system which does not conform to the residential construction standards of the Suffolk County Sanitary Code to wit: - The nearest leaching structure is less than 150 feet from the onsite and neighboring shallow wells; - The proposed private shallow well is less than 150 feet from the proposed onsite and neighboring sanitary leaching structures; and the Board of Review of the County of Suffolk Department of Health Services granted a variance by letter dated November 14, 2023, attached hereto as Schedule D, and made a part hereof, provided a covenant is filed, the DECLARATNTS,their heirs,successors or assigns,agree: b.The DECLARANTS,their heirs,successors and assigns forever,agree that no structure including,but not limited to,residence and commercial buildings upon the above described PREMISES,will be occupied prior to the installation of the necessary water conditioning equipment so that the water, when conditioned, meets the said minimum quality standards for drinking water of the State of New York and evidenced of the same is furnished to the Suffolk County Department of Health Services for their written approval. 3. The DECLARANTS, their successors and/or assigns shall set forth these covenants,agreements and declarations in any and all leases to occupants,tenants and/or lessees of the above-described PREMISES and shall, by their terms, subject same to the covenants and restrictions contained herein. Failure of the DECLARANTS, their successors and/or assigns to so condition the leases shall not invalidate their automatic subjugation to the covenants and restrictions. 4. All of the covenants and restrictions contained herein shall be construed to be in addition to and not in derogation or limitation upon any provisions of local,state, and federal laws,ordinances,and/or regulations in effect at the time of execution of this agreement, or at the time such laws, ordinances and/or regulations may thereafter be revised,amended,or promulgated. 5. This document is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein and they are deemed to be incorporated herein and made a part hereof,as though fully set forth. 6. The aforementioned Restrictive Covenants shall be enforceable by the County of Suffolk,State of New York,by injunctive relief or by any other remedy in equity or at law. The failure of any agencies or departments of the County of Suffolk, the DEPARTMENT or the County of Suffolk, to enforce the same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the County of Suffolk or any officer or employee thereof. 7. These covenants and restrictions shall run with the land and shall be binding upon the DECLARANTS,their successors and assigns,and upon all persons or entities claiming under them, may be terminated, revoked or amended only with the written consent of the DEPARTMENT. 8. If any section, subsection, paragraph, clause, phrase or provision of these covenants and restrictions shall,by a Court of competent jurisdiction,be adjudged illegal,unlawful,invalid,or held to be unconstitutional,the same shall not affect the validity of these covenants as a whole,or any other part or provision hereof other than the part so adjudged to be illegal,unlawful,invalid,or unconstitutional. 9. Local Law#32-1980—The DECLARANTS represent and warrant that they have not offered or given any gratuity to any official, employee, or agent of Suffolk County,New York State,or of any political party,with the purpose or intent of securing favorable treatment with respect to the performance of an agreement,and that such person has read and is familiar with the provisions of Local Law#32- 1980. 10. Annexed hereto and made a part hereof as Schedule B, is the consent of the holder(s)of a mortgage,lien or judgment,of the PREMISES. erred C.Provenzano nue M.Provenzano STATE OF NEW YORK) COUNTY OF SUFFOjLK) ss.: On the,412day of Jt+L/ ,2024,before me,the undersigned,personally appeared LAWRENCE C. PROVENZANO,personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s)acted,executed the instrument. NOTARY rltBtlC.ntTd 61it11T= Rniw.6h O1IJ1i111�i1 Notary Public Q�LN�'Q�j �ariuioal�ilQtlillli STATE OF NEW YORK) COUNTY OF SUFFOLK) ss.: On the .9 day of Qbliq 2024,before me,the undersigned,personally appeared JEANNE M. PROVENZANO, personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which the individual(s)acted,executed the instrument_ ND A TftWiC,$fM0FMWT0K Notary Public 140trethaNa 011 Ai16 W QwdodiaN�Q" Cer�i�ia�Btroitala7l10?R A 'K'SCRIPTION OF PR,;:`jjSCF, AIJ, Of1,2t1dsituate.tying and beina at Orient, Tow"'!of-5<"(; "-'Ouf�i V f 6'.-y f f r,1! Q'Id State of New York,known and designated 435 Lot e,I-J,C:41 C,cartaj;' - 'I Of SoutboJd.Suffolk County,New York.owned and developed It Orient lloint.- '?'lap i�''I J,`Orient-By-The-Sea,Section One,situated . I O'w' by 1'Voodhoi!ow ProDcr',ivs, inc.,Jericho Turnpike,Jericho,New York,Otto W.Von Tuyl&Son,Licensed Land Surveyors,GrEeDor''Net-,York",and filed in the Office of the Clerk of the County of suffoll,-oil, ' Ilavember 21,1957 as Map NO. 2777,more particularly bounded and described as BEGINNING at a point on the westerly side of Three Waters e h at Lane t division n line between Lots 40 and 41 on said map,said point also being distant 487.13 feet northerly.pert of the corner formed by the intersection of the northerly line of Park View Lane and the tl.-esterly line of Three Waters Lane; RUNNING THENCE along said division line,North 88 degrees 57 minutes 40 seconds West.125.00 feet to a point: THENCE North 01 degree 02 minutes 20 seconds East,110.00 feet to a point; T.IjENCE South 88 degrees 57 minutes 40 seconds East,125.00 feet to the westerly line of Three Waters Lane: THENCE along said westerly line of Three Waters Lane,Satith 01 degree 02 minutes 20 seconds West,110.00 feet to the division line between Lots 40 and 41.at the poinT or place of BEGINNING. SCHEDULE B CONSENT OF MORTGAGEE/LIENOR DECLARANTS: Lawrence C.Provenzano and Jeanne M.Provenzano H.D.REF.NO.: R-22-2453 NAME OF MORTGAGEE:Mortgage Electronic Registration Systems.Inc..as nominee for Mr.Cooper. LIBER: 23161 PAGE NO.. 403 In the matter of the application of Lawrence C.Provenzano and Jeanne M.Provenzano,the undersigned,as holder of a mortgage or lien on PREMISES described in Schedule A annexed hereto,hereby consents to the annexed covenants and restrictions on said PREMISES. Mortgage Electronic Registration System, Inc., as nominee for Mr. Cooper By: cl Donna Koestner Assistant Secretary Print name&Title STATE OF N W40M) COUNTY OF ss.: ri{-vre. DtG On the lothday of July ,2024,before me,the undersigned,personally appeared Donna Koes►ner..._,personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the' Fneu �U Notary Public 8y1v1 amkoz SYLVIA AAMIREZ 3 ion Notary:P..ubtic,State o}Texas Comm.Expi(es03-132027 Notary ID 1M1)21BS0 SCHEDULE C Suffolk County Department of Health Services , I Office of Wastewater Management 360 Yaphaak Aveaue,Suite 2C Yaphank,New York 11990 (631)M257000R ifealth�YFF tt-n coffi�lk�roeintitii.i,n CERTIFICATION OF WELL WATER ANALYSIS This form must be submitted with all potable well water analyses(Form WWM-151)and signed by the analyzing laboratory's director or technical director.All water samples submitted to the Department of Health Services collected by a properly trained Office of Wastewater Management for regulatory purposes must be sample collector and analyzed by a laboratory certified under the New York State Environmental Laboratory Approval Program(ELAP).Analyses must be submitted within one year of the sampling date.This form must be com feted in its emir and must contain an orieiaal sinn�f... Health Department Reference Number: Suffolk Tax Map#:Dist 1000 Sect(s)15 Blk(s 7 Project Name or Address:555 THREE WATER,ORIENT ) Lots(s)10 Subdivision Name&Lot#:10 Applicant's Name:JEANNE PROVENZANO SAMPLE COLLECTION INFORMA I ION: Sample Date:8/15/2024 Sample Collector.GREG MSSEN Sample Collector Employed By: Goldman Water Testing Collection Point:TEST WELL If Treated,Indicate T �Ram'Water [ )Treated Water Type(s)of Treatment: Run Time:90(15-60 minutes) Pumping Rate:I Ogpm Free Chlorine Residual:<0.1 ppm Were all parameters listed on the back of this form included in this analysis? [XI Yes If not please indicate reason for partial sample: I 1 No Are the results reported on Form WWM-151? [X)Yes [ ]No WATER QUALITY- Laboratory Name and ELAP ID#: Long Island Analytical#11693 Check one: [ j This sample does not exceed the drinking water Maximum Contaminant Levels(MCLs)and/or Action Levels contained within Subpart 5-1 of the New York State Sanitary Code for the parameters analyzed. [X) This sample exceeded one or more of the drinking_water-MCLs and/or Action Levelscontained witisir(Su-bp--art ST'o-f"ttie- few york State Sanitary Code of the parameters analyzed. -- - Flag all parameters that exceed MCLs and/or Action Levels on Form W WM_151 TobeiignedhvLahorato Director or Laiiorat' Technical Director: I certify that this water sample was collected and analyzed in accordance with New York State ELAP approved methods and Suffolk County Department of Health Services Private Water Systems Standards.This sample may be used for regulatory purposes. % laa�7�) (Signature) Michael r) Veraldi 9-19-24 (Print Name) (Date) Laboratory Director (Tale) WWM-150(8/15) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C,YAPHANK,NY 11980 (631)852 5700 OR HealthWWM®suffolkcountyny.gov WELL WATER ANALYSIS REPORTING FORM This form may be duplicated on company letterhead provided it contains the following information: HD REFERENCE NUMBER SUFFOLK TAX MAP fE:DIST 1000 SECTS) 5 DLK(S) LOTS) 1 0 SAMPLE DATE:8/15/2024 BACTERIA.PARAMETER LiiEI1Tt RESULT FI AG E.coli ABSENT POSMve FAILS~. Total coliform ABSENT Posmve FAILS~ METALS arsenic 10 u <0.w14 cadmium 5 u mwto calcium n/a tea Chromium 100 u w.oum copper 1300 u mnwo iron 03 m -0.100 lead 15 upj Lm.c 3 o Do Magnesium 3.53 man ancse: Q 01a zinc a -aosao NON--METALS . chloride 250 m om free ammonia n/a<tm nitrate 10 m L est H n/a&M specificconductivity n!a Z000 MISCELLANEOUS surfactant MBAS n/a-co-to VOLATILE ORGANIC COMPOUNDS benzene 5 ugtL wom hfornobenzene 5 u m.so bromochforomethane 5 .mw bromomethane 5 u -om 2-butanone MEK) :50 u aao n-btitylbenzene 5 u — sec-butylben2xne 5 u -om tart-bu !benzene-- -- ....... _ __._.... carbon tetrachloride 5 u m.50 chlorobenzene 5 u <D.SD. chlorodifluoromethane' 5 uA(L wom chloroethane 5 u .oso chloroform 80 UgIL 1.82 2-chlorotoluene 5 ug1l,m.50 4-chlorotoluene 5 u -MSG Notes: r Limit refers to the federal and/or state maximum contaminant level,treatment technique or action level. WWM-151(8/15) VOLA ORGANIC COM UND CONTIN dibromomethane 5 uWU.uso 1,24chlorobenzene 5 u am 1.3-dichlorobenzem 5 u aso 14-dichlorobenzene .5 u aso dichlorodifluoromethane 5 ugtL<asa I,1-dichlemethane 5u a*m 1;2-dichlomethane. 5 upJL mom 11-dichlomethene 5 urJL aso Ts 1 dichlomethene 5 pow trans 1 -dirhloroetheoe 5 <aw 1,2dichior 5 u mw 1.3-4ichlom age 5 u -oso 2-dichloro anti 5 u mw 1.1-dichloro ro c 5 u aso cis 1,3-dichloro ro 5 u mw trans.! dichl e 5 upjL mw i ioxaue 1"a aMwoo othylbenzene 5 UgIL Qom . hexachlorobutadiene 5 u mw isopropytbenzene 5 UWL a.so iso !toluene 5 u aom malVene chloride 5 u mw mcdWI-tert-bugi-elher MIRE) 10 ugIL w ro naphthalene 50 u <sw perfluornoctartmifonic FOS) 10n ¢w uoruoctanoic acid PFOA) 10 n ¢oo n-propylbcn=ne 5 u mw styrene 5 u w.so. i l l 24cauchlomethane 5 u mw 1 1,22-tetrachloroethane 5 u L-om tetrachloroethene 5 u -aw tetrah drofuran 50 u <tao toluene 5 u mw.: 1 ,3-tlichlorobenzene 5 UPJL mso 1,2 4-trichlombenzene 5 ut:JL aso 1.11-trichloroethane 5 upIL wso 41,24r'rchtordethane 5 u . aso . trichloroethene 5 u mw trichlomfluoromethane 5 upjL mw 1.2,21-Waloropropiwe 5 ugjL mw U 4-u imetit lbenzenc 5 u mw 1.3.5-trimeth ibenzene 5 u aso m-x lean 5 ugIL a.w o-xylene 5 a-so ..- leae - _ 5 u mw vinyl chloride 2 u mw OTHER POTRIMALLY REOUFRED HEALTH DEPARTIVIEW PA METERS: ALDICARI3 TEIi17S &METAITOMTES ►dicarb 3 ugILIaso aldicarb sulfoxide 4 u <o.so dicarb suifone 2 u moo ACTRAL METABOLITES monoMEftkeftiachloroterephthalate 50 u <t w te�lamtereahthalic acid 50 uril Notes: "Limit refers to the federal and/or state maximum contaminant level,treatment technique or action level. WWM.151(11/20) Page 1 of 7 L�23 Laboratory Report NVSOOHEIAPI 11693 USEPA1 NY01273 isLlum CUMS PH-0294 ANALV=2111'1,. a' 4 Al"AfDEP NYO2 3rocr. PADEP/6&2943 "TO'Oaaalvv awuvncnc sa MOW mvn7� LIAI# 4081617 September 05,2024 Goldman Water Testing Melanie Giordano 46950 County Rd 48 Southold,NY 11971 Re: 120470:Jeanne Provenzano.555 Three Waters Lane Orient Dear Melanie Giordano, Enclosed please find the laboratory Analysis Report(s)for sample(s)received on August 15,2024. Long Island Analytical laboratories analyzed the samples on September 05,2024 for the following: SAMPLE ID ANALYSIS 50OGN Test Well County CO Test,EPA 515.3,EPA 531.2,PFAS Hazard Index,Total Hardness Samples received at 3.0°C If you have any questions or require further information,please call at your convenience. Long Island Analytical Laboratories Inc.is a NELAP accredited laboratory.All reported results meet the requirements of the NELAP standards unless noted.Report shall not be reproduced except in full without the written approval of the laboratory.Results related only to items tested.Long Island Analytical Laboratories would like to thank you for the opportunity to be of service to you. Best Regards, y Michael D.Veraldi Long Island Analytical Laboratories,Inc. Laboratory Technical Director Page 2 of 7 Client:Goldman Water Testing Date Rer eked'08/15/202417.30 LES21 r. 120470 Jeanne Provenzano 555 Three Waters Lane Date S;�fed•08/15/2024 09:30 Cftent ID.-500GN Test Well Matrix:Potable Water a Lbo—=t°^r ID'4 08 1 6 1 7-01 i—�oth_pd Colisure Ems'—#11693 Parameter Result uatifier D,_F. Units E.Coll Limit._nit Anaty I zed Present Total Conform 5.E 1 Positive 08/15202417:27 5.E 1 Anafvti—mod.EPA 120.1(Rev.1982) 08ft61202417:27 Parameter Result - Qualifier D_F. Units Lhnit Specific Cpi d <2 0170 An*md nac--- a1---- M___e_thod'EPA300.0.Rev.2.1(1993) 7 �� D� Atvtf �t 2416:14 Parameter Result uatiTrer D_F. Unitschbride Limit Arta lyzed Nitrate as N 67.13.E 14 1 mg/L 250 08/1T1202413:24 Nitrite as N 6.51 <0.004 mw 10 08/16=419:53 AnaMH�qt pH by Sampler 1L t 08/16202419:53 Parameter Result Qualifier D_F. Units Limit PH by mp Saler Ana 6.20 A—�L� '4'SM 21-23 5540C(00) 1 � 081tS2024 09:30 Parameter Result ualkier D_F. Units Limit Blua Active Substances <0 Analyzed ,10 1 o LAS,mot wt Anaivtica- t Math�d SM4500-NH3C 08/t6I202416:52 Parameter Result 29NOw D_F. units Limit Ana AmmoNa as N c2.00 kwed 2 B 1 mg/L 08/19202417.15 �i---____►_��rod Total Residual Chlorine by Sampler Parameter Resuk valifier nits Limit Anal�red _ Tots!Residual Chlorine by Sampter <0.100 A IyitcalMethod: 1 � 0811520240930 EPA 200.7,Rev.4A(1994) Parameter __ Resuk---_. ----- - __ -glialifier fj_p, __ __.. _..-. Units Lfmk Calcium Iron 18.3 1 <0.100 m91L 08i23202415:36 Magnesium 3.53 4 B t Ing/L 0.3 08/13202415:36 1 mg2 08123/2W41526 _...a._:e:.-J%is<::f.-cv_::.i e.eT:•,ti'r.-".,..;... -` 1>a rTp_ Unv:. _F4}:CrCnb.�e+te ur.: i✓rane ri>�17�:2-mot Uil Fnx�697.i-i7,�i;� - M l:�cl _�._ Page 3 of 7 Ctlent:Goldman Water Testing Date Reaelved:08/15/202417 30 Location: 120470 Jeanne Provenzano 555 Thtee Nfaters Lane Date Sampled 08/15/2024 09 30 Clte t tD•SpOf'N Test Waft Laboratory ID 4081617-01 Matrix:Potable Water ELAP#116§3 Anatvtt—mod.EPA200.8,Rev.5.4 _ Parameter Result Qualifier D`F Units Unit Analyzed Arsenic <0.0014 Cadmium <0.0010 1 mglL 0.01 082=417:05 Chromium <0 0070 1 mglL 0.006 0842=417:05 Copper <0.0500 ; mg/L 0.1 0822P102417:05 Lead <0.0030 mglL 1.3 08f1211024 t7.05 ManganeseZinc 0.0516 � mg/L 0.015 08/22I202417:05 <0.0500 mglL 0.3 08t22=417:05 1 mall(:. 5 08221202417:05 Analvti`eaj Method SM234m-2011 Parameter Result Quatitfer D_F Units Limit Anabjwd Total Hardness 602 i mg/t CaCO3 06/zi1202415:36 � itt'GKr.�...TC'�,;,;! ',5�� 1^(1(�•.n 1)YIV: -l:lehlRnY. Nr-w •t.>�n..x.;,,9 NA t G_L:.::tR.Gv....1.>nh"� V 1,v+•y _- - I. ]1-�'S I (i;}ij •t7?•3 cOe.1'ewrGlll a7?-EISU C.:Eo+su:L(Al.arlia•"rnc<co•r.._._._.... Page 4 of 7 CtienG Goldman Water Testing Location: 120470 Jeanne Provenzano 555 Three Waters Lane a Date Received:.081151202411:30 Client ID:50OGN Test Well Rate Samnted:08/16/2024 00:30 Laboratory ID:4081617-01 Matdx,.Potable Water ELAP#11693 Analytical Method:EPA 5242 Parameter Result Qualiffer D_F- Units Limit Ana lyzed 1,1,t,2Tehadlloroethane <0,50 1 ug1L 5 08MM02420.:00 1,1,1-Triddometi ane <0,50 1 ug/L 5 08/19/2024 20:00 1,1,22-Tetrachloroethane <0.50 1 ug/L 5 08/19/2024 20:00 1,1,2-Trichloro-1,2,2-tri8uoroelhane <0,50 2.B,4.R 1 ug/L 5 08/19/202420:00 1,1,2-Trichlomethane <0,50 1 ug/L 5 08/19/2024 20:00 1,1-Dlchloroethane <0.50 1 ug/L 5 08/191202420:00 1,1-Oldtioroethene <0.50 1 ug/L 5 08/19t202420:00 i,i-Dichloroprapene <0.50 1 ug/L 5 01IM912024MOD 1,2.3-Trichlombenzene <0.50 1 U91L 5 08/f9/202420..00 1,2 3-Trtchlompropane <0.50 1 ug/L 5 08/19120Z4 20:00 1,2,4 TricMorobertzene <0.50 1 ug/L 5 08/19/202420:00 1,2,4-T`imethylbe <0-50 1 ag/L 5 Dam/202420:00 1,2-Dichlorobenzene <0.50 1 ug/L " 5 08/19/Z0'1420.00 12-131d,lometham <O.SD 1 Ugn. 5 08/19)2M42M 12-Diddoropropane <0.50 1 ug/L 5 08119=420:00 1,3,5-Trimethylhenzene <0.50 1 uglL 5 081191202420:OD 1,3-0ichlorobenzene <0.50 1 ug/L 5 08/1912024 20:00 1,3-Dichioropropane <0.50 1 U91L 5 08/1902420:00 1,4-Dichlo:obenzene <0.50 1 ug/L 5 OS/191=4 20:00 2.2-Mchbropropane <0.50 1 ug/L 5 08/191282420:00 2-Chlorotaiuene <0.50 1 ug/L 5 08119/202420:00 4-CMorototuene <0.50 t uglL 5 061191202420:00 4-isopropyltoluene <0.50 t u911- 5 08/19)2024 20:00 Benzene <0.50 Bremobenzene 1 u9/L 5 08/19/202420:00 <0.50 1 ug/L 5 08119=4 20.00 Bromochloromethane <0.50 1 ug/L 5 08AM0242D:00 Bromodichloromethane <0.50 1 ug/L 80 08119/2024 20:00 eromolorm <0.50 1 ug1L 80 08/191202420:00 Bromomethane <0.50 1 ug/L 5 08/19/2024 2000 Carbon Tetrachloride <0.50 1 ug/L 5 081ig/2024 20:00 CNorobenzene <0.50 1 ug/L 5 O8N912024MOO Ctdorod711uoromethane <0.50 2.B,4.R 1 ugiL 5 ON1912024MOO Chloroethane <0.50 4.R i ug/L 5 08/19/202420:00 Chloroform 1.82 1 ug/L 80 08/t9/2024 20:00 Chloromethane <0.50 4.11 1 ug1L 5 08/19/2024 20:00 cis-1,2-Dichloroethene <0.50 1 ug/L 5 08119/2024 20.00 cis-1,343ichlompropene <0,50 1 U91L 5 08/1912D24 20:00 Dibromodiloromethane <05p 1 _..ug/L_.. 80_ DB/14/202420:Of1 ,._.-...-- ,. Y...._.._.._ _... -Oi6roniome8iane <0 50 1 ug/L 5 08/19/2024 20:00 Dichiorodifluoromethane <0.50 4.R 1 ug/L 5 OB/19/2024 20:00 Ethyibenzene <0.50 1 u91L 5 OfIR92024200D Hexachlorobutadlene <0.50 1 U9IL 5 081191 M 20:00 Isopropylbertzene(Cunene) <0.50 1 U91L 5 08(19/2024 20:00 m,p-Xylenes <1,00 1 ug/L 5 08/19=4 20:00 Methyl Ethyl Ketone(2-Butanone) <10.0 2.B,4.R i ug& 50 08119202420:00 Methylene Chloride <1.00 1 U91L 5 08/19rom MOO Methyl-tert-Butyl Ether <0.50 1 uglL 10 08/18/2024 2090 NaphOralene <.5.00 1 Ug/L 5 08/19/2024 20:00 n-Butylbenzene <0.50 1 U91L 5 OBH91202420.00 FT). L ,�r.,c.�:•c t....w.u.. u,......_-� ..:v-,,.�- i^nc no i!'.31 Y.s7-..�.:.40-ran Sc'31Y 4Y1-H:.7:, E^s a,a Ls..l..c��sa:n=.corn .-_ Page 5.of 7 Client:Goldman WaterTesdng. Location: 120470 Jeanne Provenzano 555 Three Walem Lane Date Received:08/15/202417.36 Client ID:50OGN Test Well DatesaMRLed:08/1512024.08:30 Laboratory ID:4081617-01 Ma x:Potable Water ELAP#11693 Analytical Method:EPA 5242 Parameter Result Qualifrer D.F.. Units Limit Ana d n-Propylbenzene <0.50 1 ug/L 5 08n9=420:00 o-Xylene <0.50 1 ug/L 5 08119rM420.00 sec•SubAbenzene <0.50 1 U91L 5 0811002420:00 Styrene <0.50 1 ug/L 5 08119IM 20:00 tart-Btnylbenzene <0.50 1 ug/L 5 0811VA2420:00 Tetradiloroethene <0.50 1 U91L 5 08/191=20.W Tetrahydmfuran <10.0 2.8 1 ugiL 50 08/192024 20:00 Toluene <0.5g trans-1,2-Dichloroethene <0.50 1 � 5 08/19202420:00 1 ug/L 5 D819202420:00 trans-1.3-Dichloropropene <0.50 1 U91L 5 08/19M420:00 Trichloroethene <0.50 1 ug/L 5 08119=4 20:00 Trichlomffuoromethane <0.50 1 ug/L 5 08119=4 20.00 Vinyl chloride <0.50 4.11 1 ug/L 2 08/19202420:00 Surr12-0IahlorobenzenetW 108% 1 %REC 70-130 08119120242M Sun:4-13mmolluombenzene. 102% 1 %REC 70-130 08119202420:00 Anahrtical Method:EPA 522 Parameter Result Qualifier D.F.. units Limit Anatvzed 1.4-Dimane <0.0700 1 uglL 1 08/17202406.08 Surr IA-Dkocane-d8 92% 1 %REC 70-130 08117202408:08 f7f� 'l ik c 1 L niti,. �st_S":`n :�n_r- i:n,t.ror.:. nawav•1.�•u ii-t Yi __ F.e..:6:f]i•l.':.--.»'JS C-.,:n:�.1_IF,I.�l:a.e:i�.eo(C. Page 6 of 7 EOR�t Water TestingLocation: 12047D Jeanne Provenzano 555 Three Waters Lane08/15/2024 17:300811WO24 09:30 Ctient ID:50OGN Test Well Laboratory ID•4081617-01 Water EL&-#1 6693 Anal4ticat Method•EPA 533 Parameter R-utt Qualifier D_F. Units Li_nit Ana. {mod i i-CESF-3-oxaundecane-l-sut fonate (tiCt-PF3OUdS) 200 1 ng/L 09105/202415:36 2,3,3,3_Tebaftuoro-2-propanoic add <2 00 (HFPO-DA) 1 ng/L 09105202415:36 4:2 FTS <2.00 62 FTS Q,00 1 ng/L 09105=415,36 8:2 FTS <2.00 1 ng/L 09/05/202415:36 9-CHDF-3oxanonane4suHonate <2,00 1 ng/L 0 9105=4 15:36 (90-MONS) n91L 09/05202415:36 Dodeca luoro3H-3.8dioxanonaoate 200 (ADONA) 1 ng/L 09105202415 36 Hazard Index <0.10 Perfiuoro(2-ethoxyethane)sulfonic acid <2.00 1 n9fL 09105202415:36 (PFEESA) 1 ng/L 09/05202415:36 PerOuaro-3.6,dioxaheptanolc add <2 00 (NFDHA) 1 ng/L 09/052Q2415:36 PerOucro-4-oxapentandc add(PFMPA) <2,00 Perfluom-&oxahexanoic add(PFMSA) 4.00 1 ng1L 09/05JZ02415:36 PerflucrobutanesutfonicAdd(PFSS) <2,00 1 ng/L 09/05=415.36 PerOuorobutanoicAdd(PFt3A) <20.0 1 ng/L 09105=415:36 PerfiuorodecanoicAdd(PFDA) <7-00 i ng/L 09AWM415:36 Perffuorododecanoic Add(PFDOA) <2.00 1 ngfL 0 910 512024 15:36 Perfluor+�tanesuffonic Acid(PFHpS) <2D0 1 09105=415:36 PerfiuoroheptarmicAdd(PFHpA) <2.00 1 ngfL 09105202415:36 PerfluordmanesuffordcAdd(PFHxS) <zoo 1 n9/L 09105=415.36 PerfluorohexandeAcid(PFHxA) <2.00 1 ngfL 09/05202416.36 PerfluorononanoicAdd(PFNA) <2Q0 1 ng/L 09105/=415:36 PerfluoroodanesuffonfcAcid(PFOS) <2.00 1 ng/L 09/05=415:36 Perfluamoctanoic Acid(PFOA) <2.00 1 ng/L 10 09105202415:36 PerituOmPentanesutfonicAdd(PFPeS) 200 1 ng/L 10 09105=415:36 Perflucropentanoic Add(PFPeA) <20.0 1 ng1L 09/0&202415:.36 PerfluoroundecanoleAcid(PFUnA) <2.00 1 ng/L 09/051202415:36 Surr.2,3,3,3-Tetrafluoro-2-(13C3) 83% 1 n91- 09105=415:36 propanoic add 1 %REC 50-20D 09105)202415:36 Star:Perfluam-n- 100% (1.2,3.4,5,6,7-13C7Hmdecanofcadd 1 %REC 50-200 09M5/20241536 Sum Perfluoro-n- 97% (1,2.3,4,5,6-13C6)decanoicacid 1 %REC 50-200 09105/202415:36 Sun:PeTMx"04r(1.2,3.4,6-13C5) 99°l0 hexanoic acid 1 %REC 50-200 09/05121y1415:36 Sun:Pert'uo�;73;4=13Cd) heptanok add 1 %REC 50-200 09M5=415.36 Surr:Pedluoro-n-(1,2-13C2)dodecanofc 83% acid 1 %REC 50-20D 09MR2.02415•.36 Sun;PedlEwro-n{13C4)butmvdcacid 105% 1 %REC 50-200 091051202415:36 Surr.PerBuum-n-(13C5)pentanoic add 72°h Sun:Perfluoro.n.(13C8)oc:Woicadd 102% 1 %REC 50-200 09105O2415:36 Scar:Perfluoron{13C9)nonanofc add 86% 1 %REC 50 200 09/0522415:36 Sun;Sodium perflucro-1- az% 1 %REC 50-200 09M5f20241536 (1,2,3-13C31hexanesaMwade 1 %REC 50-200 09/65/402415:36 Sun:Sodium per0uoro-l- 96% (1,2-13C2)decaneauffonate 1 %REC 50-20D 09/051202415,36 to- �^'._.,r 71 a0�.° yF=nanri iC;'k +f:.:7.�.oOa Pn. ;(:Cayi Page 7 of 7 a Client:Goldman Water Testing Date Received;08/15202417:30 Location: 120470 Jeanne Provenzano 555 Three waters Lane Client ID:50DGN Test Well Date Sampled:O8/15/2024 09:30 L lima 1 :5 ID:N Test Well Matrix:Potable Water 01 FLAP#1 6693 Analytical Method:EPA533 _ Parameter Result Qualifier D;F. Units Limit Ana! yzed Sun:Sodium pedluore-1- 102% 1 %REC 50200(1.2-13C2)octaneswronato 09105202415:36 Surr Sodium per0uo l- 104% (13CB�ctanesulfonate 1 %REC 50 200 O9105rLli2415.36 te Sun:Sodium perfluoro•1- 103ryo 1 %REC 50 200 09/05202415:38 (2,3,4-13C3)butanesutfonate Surr.Sodium perfutoro-l- 93% 1 %REC 50.200 09MW02415:36 (1,2-13C2)hexanesulloriate An hLfl- l Method:EPA 515.1 Parameter Result ualifier D.F.. Units Limit Analyzed Dacthal <1.00 6.Y 1 u91L 50.1 0826=2410:12 Analytical Method:EPA 531.2 Parameter Resu quatiffe,r D_F. Units Umlt Amalyzad 3-Hydroxycarbofumn <0.50 8.G 1 ug/L 0826120241012 Aldlcarb <0.50 6.G 1 ug/L 3 O826202410:12 Aldicarb Sulfone <0.70 6.G 1 ug/L 2 OB/26r202410:12 Aldicarb Sulfoxide <0,50 6.G 1 ug/L 4 0812WO2410:12 Carbaryl <0.50 6.G 1 ug/L 08/26r202410:12 Carbofuran <0.90 6,G 1 ug/L 08126120241012 Methomyl <0.50 6.G 1 ug/L 0=51202410:12 Oxamyl <1.0 uglL 08r26=410:12 Analytical Method:EPA 533 Parameter Result Qualifier D.F.. Units Limit Analyzed Hazard Index <0.601 1 Unitless 09/05202416.36 Data Qualifiers Key Reference: 2.13 Parameter not certifiable by NELAR 3.E Compound reported at a dilution factor, 43 Estimated value,results may have a higher degree of uncertainty as a result of reporting to the MDL but below LOQ. -----4;R—.---Initia{'CalibiaHon Verrfication iC1Y uatii _ .. ..... .... .. _. . . _..-____. .__.... . . q" y control'lavefs fow: 5.E Level found exceeds the maximum contaminant level(MCL)as set by local,state or federal agencies. 6.G Subcontractor ELAP#11467 6.Y Subcontractor ELAP#10670 MDL Minimum Detection Limit LOQ Limit of Quantitation H Holding Time Exceeded `L •�... ::�<t ......y;-:^._..:.�•a... .._-.«or.+..:,.,1.; Flo^. ;::St) :2r,-.s-UD 1:..:.< .oJli.1:+2-N50 G }_-wi I_3.gLv�a°i^:;ca•r; __.._. Suffolk County Department of Health Services Office of Wastewater Management 360 Yaphank Avenue,Suite 24C Yaphank,New York 11980 (631)952 57000R licalth Y31ra�suffGllicountvnv r CERTIFICATION OF WELL WATER ANALYSIS This form must be submitted with all potable well water analyses(Form WWM-151)and signed by the analyzing laboratory's director or technical director.All water samples submitted to the Department of Health Services Office of Wastewater Management for regulatory purposes must be collected by a properly trained sample collector and analyzed by a laboratory certified under the New York State Environmental Laboratory Approval Program(ELAN.Analyses must be submitted within one year of the sampling date.This form must be completed iu its entirety and must contain an original signature, Health Department Reference Number. Suffolk Tax Map#:Dist 1000 Sects 15 Blk(s)7 Lots(s)10 Project Name or Address:555 THREE WATER,ORIENT Subdivision Name&Lot#: 10 Applicant's Name:JEANNE PROVENZANO SAMPLE COLLECTION INFORMATION Sample Date:9/13/2024 Sample Collector:GREG NISSEN Sample Collector Employed By: Goldman Water Testing Collection Point:TEST WELL [X]Raw Water [ ]Treated Water If Treated,Indicate Type(s)of Treatment: Run Time:60(15-60 minutes) Pumping Rate:10gpm Free Chlorine Residual:<O.Ippm Were all parameters listed on the back of this form included in this analysis? ( ]Yes [X]No If not please indicate reason for partial sample:BACTERIA Are the results reported on Form WWM-151? [Xj Yes [ j No WATER OUALITY• Laboratory Name and ELAP ID#: Long Island Analytical#11693 Check one: [X] This sample does not exceed the drinking water Maximum Contaminant Levels(MCLs)and/or Action Levels contained within Subpart 5-1 of the New York State Sanitary Code for the parameters analyzed. [ ] This sample exceeded one or more of the drinking water MC Ls and/or Action Levels contained within Subpart 5-I of the New York State Sanitary Code of the parameters analyzed. Flag all parameters that exceed 1dCLs and/or Action Levels on Form WWM 151 To be signed by Laboratory Director or Laboratory Reim ical Director I certify that this water sample was collected and analyzed in accordance with New York State ELAP approved methods and Suffolk County Department of Health Services Private Water Systems Standards.This sample may be used for regulatory purposes. 71Z&L4ze_7-D � � Michael D.Veraldi (Signature) (Print Name) 9-19-24 _Laboratory Director (Date) (Title) WWM-150(8/15) ' ® ARCHITECTS: THREE WATERS LN RENOVATION r � 555 THR . � S A M U E L S & r KEY PLAN UHL LANE S T E E L M A N ----PROPOSED SEPTIC SYSTEM (SEPARATE APPLICATION) S 88057'40"E 125.00 CONSULTANTS: — — - - - - — mw mum ' - - - - - - - - ' 555 TH E WATERS LN 1 ( .1 i / m Quo m y R o i�of N; Q i LP LP U O W O i LN W S T wzy N; UHL -A `Zi_ 5'-0" a : c`" 5-0 EXISTING WELL TO BE REMOVED Z 2 W EXISTING GRAVEL 1 LL DRIVEWAY : I OWNER: JEANNE AND LARRY PROVENZANO Q Z 555 THREE WATERSLANE 3 I R.O.P. ORIENT,NY�; O I WELL O �I 13'41" I NEW POOL SAFE FENCE— SERMITAPPL CATION 2.02.23 o !� PER CODE N 21 STORY HOUSE "' 1 � ��y1 EXISTING SEPTIC TO BE N I �� \ 1, PERMIT REVISED 3.3/.23 REMOVED III !� Pf�OPOSED TOTAL SF.3,236 SF i L 9 I j IIIL��� OWNER: II / N Q \W LARRY AND JEANEE PROVENZANO W ___ 37-0"1 _i 55 EXI,STIN 555 THREE WATERS LN O - DEC I�I PRIMARY FRONT YARuj ORIENT,NY 11957 N 0`r`^ I / "Z^,OL SETBACK 35O N W O Y7]r_' N SCOPE OF WORK: o �'p o INTERIOR AND EXTERIOR RENOVATION AND ADDITION TO AN EXISTING ONE-FAMILY DWELLING. DRAWING LIST: 1POOL I T-100 TITLE SHEET,SITE PLAN EXISTING SHED TO B - - 200 SF 1 - 1 - A-001 BASEMENT PLANS r` 1 REMOVED EW PAT/O A-100 1ST FLOOR DEMO 1 ON GRADE �I I A-101 1ST CONSTRUCTION PLANS , A-200 2ND FLOOR DEMO ! SCTM LOT 10 A-300 ROOF � A-201 2ND FLOOR CONSTRUCTION PLAN _ LI— — — — — �� I 11j1" ! 20-2" -— ! ___I �—NEW PROPOSED WELL A�00 ELEVATIONS $' yEp� (SEPARATE APPLICATION) ��o 0 A-401 ELEVATIONS I WOOD FENCE a �Ly^! 63 L _ _ . 1 ; - - — - - — SITE INFO: OD FENCE N8805740"W 25.00 LOCATION:555 THREE WATERS ORIENT NY 11957 NEW POOL SAFE FENCE TYPE:RESIDENTIAL PER CODE TAX MAP#:1000-15.7-10 WELL SCTM LOT08 ZONING DISTRICT:R-40 SITE AREA:13,750 SF in SURVEYOR: G&L LAND SURVEYING lea PROJECTADDRESS, m PETER A GROBEN r 555 THREE WATERS LANE PO BOX 704 RIDGE NY 11961 O ORIENT,NY 11957 T T FLOOD ZONES: PROPERTY IS NOT LOCATED IN A FLOOD ZONE. "k PROPOSED SITE PLAN LOT COVERAGE CALCULATION: NOT MORE THAN/2I OF THE ROCKS ES LUMPS SHALL BE ALLOWABLE LOT COVERAGE: ,750 SF SITE INFO CONT.: SITE NOTES: LARGER THAN 211NCHES IN GREATEST DIMENSION, PROPOSED LOT COVE :(23.4% ,225 SF 1. ALL EXISTING CONDITIONS INDICATED ON THE PLANS TO BE 10. TOP 6'OF NEWLY GRADED AREAS IS TO BE TOP SOIL RAKED REMOVED OR RELOCATED ARE TO BE SO EXECUTED IN A FREE FROM DEBRIS,STICKS,STONES OVER 2'IN SIZE AND TEST HOLE POOL:511 SF A SANITARY/SEPTIC: MANNER THAT WILL NOT DISTURB ADJOINING AREAS OR OBJECTIONABLE MATERIAL. NO SCALE HOUSE:2488 SF BY MARK McDONALD SEPTIC SYSTEM TO BE REPLACED AND RELOCATED. CONDITIONS WHICH ARE TO REMAIN. CONTRATILITY COMPANIES IS RESPONSIBLE FOR NOTIFYING ALL DECKS:186+40=226 SF 2. EXTREME CAUTION IS TO BE TAKEN DURING DEMOLITION,TO UTILITY COMPANIES AND VERIFYING LOCATION OF SAME GEOSCIENCE SEE SEPTIC SUFFOLK COUNTY HEALTH DEPARTMENT -� OFNE`N TOTAL:3,225 SET IN PROGRESS WITH THE SCHD) OBSERVE ANY VARIATIONS OR UNFORESEEN DISCREPANCIES IN UTILITY COMPANIES LINES,SERVICES AND OTHER POSSIBLE SOUTHOLD,NEW YORK 11971 ( THE PLANS AND REPORTED IMMEDIATELY TO THE OWNER. EQUIPMENT OF UTILITY COMPANIES. TOTAL PROPOSED LOT COVERAGE OVER:475 SF ALL EXISTING SITE CONDITIONS DAMAGED BY EQUIPMENT, 18. GENERAL CONTRACTOR OR OWNER SHALL FIELD VERIFY ALL TEST HOLE DATA 11/29/22 ELEV.+17 FAR CALCULATION: PYRAMID LAW: MACHINERY,OR CONSTRUCTION,ARE TO BE REPAIRED OR INVERT ELEVATIONS AND SEWER CONDITIONS INDICATED PRIOR SITE AREA:13,750 SF COMPLIES.SEE DIAGRAMS ON N-1 REPLACED TO THEIR EXISTING CONDITION PRIOR TO TO CONSTRUCTION,ARCHITECT ASSUMES NO RESPONSIBILITY 1.0 FT. _DARK BROWN LOAM OL DRAWNBY: KS CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. FOR INFORMATION CONTAINED IN SURVEYS OR SEWER 17'-0" DATE: 3.1.23 TOTAL EXISTING SF:2,408 SF 7. REMOVE AND STORE ON SITE ALL SHRUBS NOT DAMAGED DEPARTMENT RECORDS. SCALE: Zia-=1'-0' TOTAL ALLOWABLE SF:2,568 SF BY FIRE AND REPLACE AFTER CONSTRUCTION IS 3.0 FT. BROWN SILT ML COMPLETED. DRAWING SHEET NAME: TOTAL PROPOSED SF OF NON-ACCESSORY BUILDINGS:3,236 SF B. FINISH GRADE TO ELEVATIONS AS NOTED ON THE FIRST FLOOR SF:2488 SF AE .BE US CUT ED WHERE FROM 4.0 FT. BROWN SILTY SAND WITH GRAVEL SM TITLE PAGE EXCAVATED AREAS S T r SECOND FLOOR SF:748 SF REQUIRED TO OBTAIN DESIRED GRADE. 4--= TOTAL PROPOSED SF OVER ALLOWABLESF:668 SF 9. ALL FILL MATERIAL SHALL BE SOIL OR SOIL-ROCK 17 FT, BROWN FINE TO COARSE SAND SW MIXTURE FREE FROM ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL. IT SHALL CONTAIN NO ROCKS COMMENTS:NO WATER DRAWING SHEET NO: OR LUMPS OVER SIX INCHES IN GREATEST DIMENSION AND ENCOUNTERED T-100. 00 VA OWr6 Denerm Reaueemnav I.IUHEREDA Ca •nr Bluxm dee n¢reOa+Y.n vM vv�utlfm NY.W>Wnlnone Wt¢FEeSI¢NILL ENRNEER OR PE¢ISTERED AROIIIECT Iw Mal vppwY d tle vyslem POLYLOK 20 VA OWls must naaaan=mu°ma lsepm lnawry DISTRIBUTION BOX a'""„ml="°E"e". .`T'n'"°°6y°m"m.m°r:1 sm0—ly DepMmeM dlabn.0 Ma�tl fm=wnn Mmn,P lIMM SMdarLmryCeaeb sG349[10(A Tne DeP=Nnem 1/4" PER FOOT MIN. PITCH 1/8°PER FOOT MIN. W/LOCKING COVER m eew.uwdnD.am�suma+Maln ma aMSDu¢m u¢mxaw DN SMnnn D R Pm ama AND SECONDARY PVC WASTE LINE aMnam=ao°=raomarerneMmanmCmo-m6mnnwNamm°naProa<rvmwm=nya..ermune= MIN. 4" DIA. SANITARY PIPE SDR 35 SDR 35 SAFETY COVER AT vu5mmdmDe°epeNnni aAL GRADE +.Mp¢aeee uAcwrs are reRmrdmnasean Mbp sraa.wamaMr eaaar=raew.me�MwnQ snx\a RMn i Wen m VAOWr6 reRp�ve.ve Ve mM1Nep aewmMmrne and mtlereaiavim Deny AenN.VeM pPn Nd ,WATER TIGHT FRAME&COVER mm�e.minlmwnmsmanaey2n=mpme awnetwmnaxeM wuna.:ampMam nnpmwem..aemmu HOUSE CONCRETE COLLAR W/APPROVED LOCKING DEVICE FROM OWTS pPe may D=p°eamDe emew.Bemn=m.mmnwlmnMamamMmmmrel�nel�Paae.TnexseM F.F. £L. 20.5' TO WEIGH 60 LBS.MIN.OR 20' D—BOX W/ —PTO LEACHING FIELDS P snaoea.�aa°m'wmnnda'r=tnw+'w'r�M�nem�..ayanammumM�=wu,ammm�LnaMma SECONDARY SAFETY LOCKING COVER HEAVY DUTY CAST p=n mmalwaemmmmaeemmndrtw STOPPER END PLUG UDS/DEVICES TO BE PROVDED IRON COVER TO GRADE warwoo mmvewvsTeue o° Na°n xm R nammewaa= AND SECONDARY pa DSY¢mn wMvn n=Dmsm Pip=wAl�as°°mlM dwanw�m=°Nrsmm= SAFETY COVER PROVIDE SPEED LEVELER ^w�ro i�RAawa arammwwanaDealmw my Z EL. 18.8' 6.Ga Npe DnMnv vnal nd 6e RmnemxMmmVAD4Vr6 iv uW¢eammeaemvexa(p empaval In aatlAm,wain `l LE- AT GRADE EL. 18.8' ON EACH OUTLET dm 16.0' 12" THICK UNDERDRAIN puD m e�anUagv Dea awA 8'r1Tin. 1'MIN. FILTER MATERIAL TYPE 1 r.IM:aD VA owrs+aNa eowemD lR menmepwd.¢Rmxn�eDwK An aad��m.atw�mnaeSww P¢Aeca Dyma J W TRAFFIC RATED COVER v"'pnnatleO � z 2'MAX B.Tne uAavrstmawn�mmmmrai.eomemmAt+Dnam.mmum lmn.xram anyeo-=mRn m•+we g 4"97f2 PIPE I.E. .. .:. - warmD=nlm.aanmun3amtn�aeAmmaRRdylMta�mnwe..aRedllrRlm�nrwa¢1w=ncase W CLEANy I.E. E. ��,;�� POLYLOK D—BOX DETAIL B xertgd�VA�re�w.���m�a�nm�>il�w�.p�mammDma.Im,� H_ WZ 14.1' 14.0' t3.5' 13.3' I E Il FLOW E O u RnMlrtm Me (n 3 z 13.a ,.< .,,:.;.;::.:: a.o' N.T.S. W 1.CmDd LINE PRe W . [ :,:':;.:: AUN,Mn Maewim„eM em+a mmNavea Ern=r ana mma¢wmanmraanrn.nm m= } W m'vd Be¢ry euae MEq mdlod mae O i rle Comm aanm lw ao,amp swwe<m..�wna°mam w�ruamwue naza.ara CONCRETE Ann°mLas,ma Panm em mar De mm�m an wwaewd m me muawe IwmnaBa=wNy[2]LEACHF=- ING POOLS (8'DEEP) COLLAR 24' °a"° D'°° L Q 1O STOPPER ENO eThenmtrm rynd Nel Le pa¢e me vmeaDatle xeiDMlw ac¢ea PROPOSED [1]EXPANSION POOL (8'DEEP) 3.0 MIN- PLUG a.rlwPmawomsr•INauwmEt¢�Mama�ur.¢assooma,MENA)aso=d�tmb �.. In a Tne mmuanmt naxe epw°pbte.eeh m pewrt0asnaee mp¢we(vn matlwiD Ue mraN _ _ wlumim en=c HYDROACTICN rllD�... IIII= �uU—xn PEI IIJ' C/ LE+m swm ¢oe=w�eawm ennmaouwan as Rm.Mm.0 am ama a�aa z ILI IIII-1111=111111111111=11111�111111" RISER&COVER ^ uamamsmam xmaag R aannaerm=amnare'.mm=ema o n a Q AN` "'�III11111=1111� GROUND WATER V HEGW 2.0' r P as°'°L•�"w`"" FIBER JOINT Tne auAno�wrs�. .°De Coma mww ammmemw xxrmemaM ana lo�ew¢me r^ EXCAVATE ALL UNSUITABLE SOILS PACKING Erne`owa,o„nn¢uvaesnanao�m,°snm„areri°Como^°^mnalaa�ao^e=sda vJ BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL alnvpmminr+¢cadnalm=man�Dwmxmaaaeu aDaw °tom>aaw� LEACHING POOL DETAIL Cr SEWER PIPE HYDROACTION AN500 (TYPICAL) PVC PIPE OJOJ1 General CDnstrummn Notes O Jif SDR JS vLmARPw+ars°ss BEND SANITARY SEPTIC SYSTEM P R O E I L_ HOUSE FROM DWELLING TANK E TO 6E ELEC. crlxE Twwoy saumunAxomeso-.aulcourmlcv.RTueNr or�xrx semnces As ae¢wxsD N .T. S . PANEL 60°PV C irxe�mxE1+ E+a ymn �ox.VErlm°rmoEP+Nas A•umnms'�wunw xv.W mrxssE I. PVC WYE C/TO PVC x s HOUSE ADAPTOR EXTERIOR RATED SCTM a " msxAu aexesrmaiaz[vatsceuwx¢uLxeressrar rswrts esron[n°uxwaxo LOT1Z — "`WC GRADED CLEAN OUT DETAIL �a�MLfiR,EmN.o art�DEeRaxu�raEa¢�Enox d"� "`°"°fi`°�"o° " /N SPRINKLER BOX 20 AMP BREAKER r`reiE mE LP EXCAVATION INSPECTION REQUIRED I N.T.S. aALLPRe�r�Ttw¢n,eEa6N.+LeEM. ¢AmM3TxaDmraraDxrarRExa,Ho,E,L FOR SANITARY SYSTEM BY HEALTH DEPARTMENT lam +asuarMr m°s To eE su+asweaRAssrcaReooxvuxs WFLL I� oLuu.s¢.. l ssMyro —12 A.OF NiRf SPRAY T, �wcr rox�,Tm°al�xA ir;poi s°0mwr.D W j-PYC SCHMDT°i n11P WirrSt uwT RTOrxE OxLwv' w aswMmosaxnra ssouEM mxrnoL BO CONDUIT IySD`ILw� I ess_ wTEmxLLo¢e m Rayuluu DpSm ATrxe o=nuw 125.00 t6a WELL , r____�'REtracww�MTNGL cols x3�TeRFArNEM IMrN's+NLxATe looaxfimmvEnsresr.°5Y Abend nment of the existing sanitary system must be in PUMP v+Ie a UTV I i g ry ys , � Two LSD r3.A Conformance with the Department's requirements. HYDROACnON USA CM nH-Qy' a Submit completed form WWM-080 as proof cavmoL PANEL = ''; 13 � ELECTRIC RISER DIAGRAM p—��s'wPuM,wuv e»�sy wluDeNxrowMo,«L,Ru,.urr wav °OH°0E i`O°1ME°"ra�'m` s"oN"� `L 6< � UHLLANE � Dea.nP�olnsmnar.�wram°Re9anee. Ea+ 1- LLI I submit r.f.Rr0.0.Qrhfea[=n F°r ° __I CMP A®P.RAnrXS N-T.S. .P nI13V Tbemsuro+en ana renswmmar lne sn•.,.=Dsrosalsv+mm �RDrm its riw s"—� Use farm W W M-0r3 --1 } U, Z LR1-oe 9 N SCTM LOT 24 I j ? o O �1 BRIM VALENTE LR1-¢D Z N ELEv.iu• \\S 8 nE(/ 72 650 THREE WATERS LANE p EEx+ca+' 6 LOCKING COVER DETAIL ADDRESS W 0 N r- j , ? 38 BIRCH AVE uD N-T-S. V J U) r- 13 LP (EP I PELHAM.NY 1Oa03 16 CVPUT Z Ol - _ - n Y REMOTE PLL CONTROL PANEL O U] Rtp �U6 V/Q. COMPRESSOR U) L�3 V1 CD U) W X O S LP HYDR ON E (TEST — — � O AN 500 AL do T �' �rEsr " I D-Box _ 1 Vlm ra mno wa a CJ MT ` wEu DMeF �_ CONTROL PANEL 8c AIR PUMP ELEVATION W d WELL 1 t_'fl DPu1 GARAGE SCTM LOT10 i^ N.T.S. O w F.F.10./' ar nTCONCRET AIRLINE ¢ PAD FOR AIR 3 j_ + C� 12 PLC IMUr i W °of PUMP AND VENT LINE - W `°N, H C DPUT / o f R«B �,R� a Z n"`°°g DE A„D '"`1 01 555 THREE WATERS LANE N 146 °Z ONNEGTION M N 0 I coNDurt SCTM LOT 25 - I ORIENT, NY x4rES� LOaT SYITCN TD BE MTED a AMP AT faw MINIMUM 5BEOROOM 2STORY /�y NURGAREr NUSSBAUM _ VI DI ePSKp,L�I6s NDIGTE i1M"' CONTAIN IN THE PANEL VI Z F.F ELEV "d- I H `� G RE¢UI0.ED T6POIE 1.TERMINAL 21—SCREVS Is 16 m-Ibs. O 5RIENT.MY SCTM#1000-15-07-10 I CP. 20.5' ORIENT,NY 11957 H 0.D7 E w FIELD VIRDG MAST BE Ax®I OF 6CC C®PFR v@E. ¢� m � s AREA FOR HEALTH To I DEPARTMENT APPROVAL STAMP I W SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 5 _..-.../ PERMR FOR APPROVAL OF CONSTRUCTION FOR A SINGLE FAMILY RESIDENCE ONLY R _ C{1 SCTM LOT 09 E N 740"W IYJr.00rr TEST HOLE DATA (NOT TO SCALE) A DATE 10r31rz4 H.S,fieF.NO. R-22-2454 P MELL BY:M°DONALD GEOSGENCE 9. SOUTHOLD.NEW YORK 11971 1 '# APPROVED 1 MAXIMUM i FOR AXIMUM OF_______5 __BEDROOMS GRADE EL .19.33' --- - DRAWN BY:JF/JP SCTM LOT 11 BILL OF MATERIALS EXPIRES THREE YEARS FROM DATE OF APPROVAL 1.0' DARK BROWN LOAM OL LP I APPROVED IN ACCORDANCE WITH BOARD OF 3.0' BROWN SILT ML OCTOBER 29,2@3 _ SANITARY SYSTEM DESIGN REVIEW DETERMINATION DATED 11/14/23 4.0' BROWN SILTY ' SAND W/GRAVEL SM ;ada6 5 BEDROOM HOUSE = 550gpd SUBJECT TO COVENANTS&RESTRICTIONS LISER °+azsa SCTM o NOTE: — ° HYDROACTION AN500 = 550gpd PAGE-- SHEET NO: o ALL OTHER NEIGHBORING WELLS NOT BROWN FINE TO LOT 8 o SHOWN +150 FEET FROM PROPOSED 70 COURSE SAND sw o SANITARY SYSTEM `~„�, �,.nKwm,µ LEACHING A `°°�. [2] 8' DIA X 8' DEEP LEACHING POOLS SITE PLAN MAP OF ORIENT BY THE SEA — SECTION 1 N0 HEGWREENCOLEV.2NORED _ _ [1] 8' DIA X 8' DEEP EXPANSION POOL SCALE: 1'=20' FILED 21 NOV. 1957 AS FILE 2777 - -- b>e_-�ertae _ APPROVED AS NOTED DATE:a�'b5 B.P. 5 1 C5 1 COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES FEI 11 9 68-ov BY: . A S RRE/QUIRED AND CONDMONS OF NOTIFY BUILDING DEPARTMENT AT �y-3--�-- � g-1 7-23 631-765-1802 8AM TO 4PM FOR THE SOUimTOWNmiV1h1Com FOLLOWING INSPECTIONS: SmTnralm FOUNDATION-TWO REQUIRED aMDW FOR POURED CONCRETE mmmoviRmlim ROUGH-FRAMING&PLUMBING INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. Must provide Manuals ALL CONSTRUCTION SHALL MEET THE Do J and S as per REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR NYS Energy Code DESIGN OR CONSTRUCTION ERRORS ELECTRICAL Blower door INSPECTION REQUIRED and ductwork testing required. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER Fire separation SUPPLY SYSTEM CANNOT required as per EXCEED 2/10 OF 1% LEAD. NYS Code PLUMBING ALL PLUMBING WASTE Mechanical Ventilation &WATER LINES NEED TESTING BEFORE COVERING system shall be required per NYS Energy.Code RETAIN STORM WATER RUNOFF 1'n u5� We,+ 1_9 U t remcni5 D-F PURSU TOWN CODE 236 e l 1 m uft a0d gf03 hiC. d e5 I h OF THE Sri+er(a, per 9 R- 301. 2LI) fir �� ;� � ARCHI' CTS: _A_ j r 555 V, ,,I i` • A TERS LN RENO VA TION S A M U E KEY PLANUHL � ��, L S & t S T E E L M A N --- --- -- _. .. - - - - -- -- ---- ----- -- .. CU25235 MAIN NROA 935 PROPOSED SEPTIC SYSTEM (SEPARATE APPLICATION) S 88 o57' " 0"E 125,00 CONSL TANTS: 555 TH EE WATERS LN � 111177 U = ti m oz o EP LP LP COP) AR 0oU.IN NL L.N -j Z S T K � mEXISTING WELL o \ TO BE REMOVED WQ — ---- z Z Z EXISTING GRAVEL - W DRIVEWAY I I OWNEf O p „5;Luj O O 69-7" I JEANN, AND LARRY PROVENZANO 555 THi _E WATERS LANE O - I 1R.0.P. M I OR/EN, NY WELL O� NEW POOL SAFE FENCE SETS: PER CODE \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ C\lI PERMI' .�aPPLICATION 2.02.23 N \ \ \ 2 STORY. ,HOOSE \ \ \ \ PERMI' REVISED 3.31.23 EXISTING SEPTIC TO BE N ` \ \ \ I ` \ \ \ \ \ ul - \ \ \ \ P�OPOSED TOTAL` SF, 3,236\SF \ -- - - -- _ REMOVED \ \ OWNER. ` \ N LARRY AND JEANEE PROVENZAINO = 3714"I \ \ \ 3' \ \ \ \ EXI TIN oo 555 THREE WATERS LN I \ \ EC MARY FRONT YAR ORIENT, NY 11957 N \/\ \ ` \ \ \ \ \ SETBACK C5 _uj N \ \ \ \ \ \ \ „Z ,0k I 35�-0" N . \ \' \ \ \ \ \ \ \ \ \ O SCOPE OF WORK: � - \ � \ \ \ \ \ , � , „ G sn T I \ \ \ \ \ \ \ 46-4 INTERIOR AND EXTERIOR RENOVATION AND ADDITION O AN EXISTING \ p ONE-FAMILY DWELLING. 15x30 \ , \ \ \ \ 81►► DRAWING LIST. POOL I ` \ \ \ \ \ \ 54'9" T-100 TITLE SHEET, SITE PLAN EXISTING SHED TO BE 200 SF A-001 BASEMENT PLANS I ,\ REMOVED EW PA I O \ \ \ \ \ \ A-100 1ST FLOOR DEMO A-101 1ST CONSTRUCTION PLANS ON GRA E \ \ \ \ A-200 2ND FLOOR DEIMO A-201 2ND FLOOR CONSTRUCTION FLAN I SCTM LOT 10 A-300 ROOF �� 11'-11"' 20'-2" � NEW PROPOSED WELL A-400 ELEVATIONS SHED _, W " of A-401 ELEVATIONS p m o (SEPARA TE APPLICA TION) L____J WOOD FENCE C/)W I ® I I I WOOD FENCE 88 0 , �� I ® I SITE INFO: 57 '4o W LOCATION: 555 THREE WATERS (ORIENT NY 11957 NEW POOL SAFE FENCE 25,00 TYPE: RESIDENTIAL PER CODE TAX MAP #: 1000-15.-7-10 SCTfvl LOT 06 WELL ZONING DISTRICT: R-40 SITE AREA: 13,750 SF SURVEYOR: 0 G&L LAND SURVEYING PROJE r ADDRESS: PETER A GROBEN m 555 THi ;-E WATERS LANE PO BOX 704 RIDGE NY 11961 0 OR/EW NY 11957 FLOOD ZONES: t�1� PROPERTY IS NOT LOCATED IN A FLOOD ZONE. 'A PROPOSED SITE PLAN LOT COVERAGE CALCULATION_ 3 „_ ,��FtEDARC ALLOWABLE LOT COVERAGE: (2(0%) 2,750 SF SITE INFO CONT. . SITE NOTES. NOT MORE THAN 15% OF THE ROCKS OR LUMPS SHALL BE SCALE: 32 -1 -0 �`� �N�JEANs�TF PROPOSED LOT COVERAGE: 2 .4% 3,225 SF LARGER THAN 2 1/2 INCHES IN GREATEST DIMENSION. ( ) 1. ALL EXISTING CONDITIONS INDICATED ON THE PLANS TO BE 10. TOP 6" OF NEWLY GRADED AREAS IS TO BE TOPSOIL RAKED REMOVED OR RELOCATED ARE TO BE SO EXECUTED IN A TEST HOLE ° ' � v POOL: 511 SF FREE FROM DEBRIS, STICKS, STONES OVER 2 IN SIZE AND HOUSE: 2488 SF SANITARY/SEPTIC: MANNER THAT WILL NOT DISTURB ADJOINING AREAS OR OBJECTIONABLE MATERIAL. NO SCALE SEPTIC SYSTEM TO BE REPLACED AND RELOCATED. CONDITIONS WHICH ARE TO REMAIN. CONTRACTOR/OWNER IS RESPONSIBLE FOR NOTIFYING ALL BY MARK McDONALD " DECKS: 186+40=226 SF 2. EXTREME CAUTION IS TO BE TAKEN DURING DEMOLITION, TO GEO:CIENCE sr� 04436 oQ`F SEE SEPTIC SUFFOLK COUNTY HEALTH DEPARTMENT UTILITY COMPANIES AND VERIFYING LOCATION OF SAME TOTAL: 3,22.5 SET (IN PROGRESS WITH THE SCHD) OBSERVE ANY VARIATIONS OR UNFORESEEN DISCREPANCIES IN UTILITY COMPANIES LINES, SERVICES AND OTHER POSSIBLE SOUT TOLD, NEW YORK 11971 �oFNEw� THE PLANS AND REPORTED IMMEDIATELY TO THE OWNER. EQUIPMENT OF UTILITY COMPANIES. TOTAL PROPOSED LOT COVERAGE OVER: 475 SF ALL EXISTING SITE CONDITIONS DAMAGED BY EQUIPMENT, 18. GENERAL CONTRACTOR OR OWNER SHALL FIELD VERIFY ALL TEST HOLE DAT,k 11/29/22 ELEV. + 17 : MACHINERY, OR CONSTRUCTION, ARE TO BE REPAIRED OR FAR CALCULATION: PYRAMID LAW --- - INVERT ELEVATIONS AND SEWER CONDITIONS INDICATED PRIOR COMPLIES. SEE DIAGRAMS ON N-1 REPLACED TO THEIR EXISTING CONDITION PRIOR TO TO CONSTRUCTION, ARCHITECT ASSUMES NO RESPONSIBILITY 1.0 FT. DARK 3ROWN LOAM OL DRAWP :3Y: KS SITE AREA: 13,750 SF CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. FOR INFORMATION CONTAINED IN SURVEYS OR SEWER 17' 0" DATE: 3.1.23 TOTAL EXISTING SF: 2,408 SF 7. REMOVE AND STORE ON SITE ALL SHRUBS NOT DAMAGED DEPARTMENT RECORDS. BY FIRE AND REPLACE AFTER CONSTRUCTION IS 3.0 FT. BROW4 SILT ML SCALE. 1/4��- 1%0° TOTAL ALLOWABLE SF: 2,568 SF COMPLETED. DRAWI 1137 SHEET NAME: TOTAL PROPOSED SF OF NON-ACCESSORY BUILDINGS- 3,236 SF 8. FINISH GRADE TO ELEVATIONS AS NOTED ON THE FIRST FLOOR SF: 2488 SF CONTRACT DOCUMENTS. CUT REMOVED FROM NEW 4.0 FT. BROWN SILTY SAND WITH GRAVEL M TI1 p_E PAGE SECOND FLOOR SF: 748 SF EXCAVATED AREAS IS TO BE USED FOR FILL WHERE REQUIRED TO OBTAIN DESIRED GRADE. TOTAL PROPOSED SF OVER ALLOWABLE SF: 668 SF 9. ALL FILL MATERIAL SHALL BE SOIL OR SOIL-ROCK 17 FT. BROWN FINE TO COARSE SAND SW MIXTURE FREE FROM ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL. IT SHALL CONTAIN NO ROCKS COMMENTS: NCWATER DRAW t1G SHEET NO: OR LUMPS OVER SIX INCHES IN GREATEST DIMENSION AND ENCOUNTERED ARCHITECTS: tw<EE WA TEHS LN HENO VA TION ' 555 THOmm"k ELS+ KEY PLAN UHL LANE STEELMAN ---------- .......... ............ ............ ------- /,7_ P ROPOSED SEPTIC SYSTEM J:JHD,,6ECORD ID: R-22-2454 S 88057140""E 125.00 ADDRESS: 25 235 MAIN ROAD CUTCHOGUE NY 11935 555 TH E WATERS LN z LOA 631-734-6405 cc CONSULTANTS: m EP LP LP m 0 1%0 uj N S R 1 0) STRUCTURAL+SEPTIC ENGINEER: 5'-Qll FISCHETTI ENGINEERING 35 -O,f CO STING WELL LjFjL LN m 1725HOBARTROAD 73 TO BE SOUTHOLD, NY 11971 W uj uj Z EXISTING U DRIVEWAY UJ ........................... N 0 OWNER: 69-7" 1 ING ST T '1�3EMOVFD GRAVEL 6 -7-1 Provenzano J R lio P. O O.P. 555 Three Waters Lane Al- East Marion, NY WELL 13 11" REVISIONS: NEW POOL SAFE FENCE——, 6 ZBA FILING 5,25,24 2" MR) , U PER CODE BUILDING PERMIT SET 11.1.24 \NIR PC OND FLOOR, Q: -8iD TC)�Al's C14 \PROPO brT\10At EXISTING SEPTIC TO BE--,, V REMOVED \ "\ F cf) x'r V uj OWNER. LARRY AND JEANEE PROVENZANO EC 37!-4"" EXI�TfNc- PROJECT NAME: PRIMARY FRONT YAR D '555 THREE WATERS LN Lu ORIENT, NY 11957 35�-Q" IC14 cb V \\ 0 cc 46�4' 0 OF WORK" SCOPE_ INTERIOR AND EXTERIOR RENOVATION AND ADDITION TO AN EXISTING ONE-FAMILY DWELLING.NE cf) cn DRAWING UST: \�;;\\\\\ \ ��," T-100 TITLE SHEET, SITE PLAN 54=9" T-001 GENERAL- NOTES EXISTING SHED TO BE Qw) GENERAL-NOTES 2 T-002 r T-100 ENLARGED SITE PLAN REMOVED L F S-1 SEPTIC S-2 SEPTIC N 8-3 SEPTIC SCTM LOT 10 .......... . ....................... . . ........... -2" A-001 BASEMENT PLANS __j DM-1 00 1ST FLOOR DEMO \--NEW PROPOSED WELL A-1 00 1ST FLOOR CONSTRUCTION PLAN uj%T C- SCHD RECORD ID. R-22-2454 A-101 2ND FLOOR CONSTRUCTION PLAN WOOD FENCE 0)ujr- -%0000 UJ A-1 02 ROOF PLAN f co A-200 1ST RCP WOOD FENCE A-201 2ND RCP X N 880574' 0"W 125.00 A-300 ELEVATIONS NEW POOL SAFE FENCE—` A-301 ELEVATIONS ER CODE A-350 SECTION 1 WELL (E) A-351 SECTION .2 SCTA41 LOT06 A-352 SECTION 3 A-353 SECTION 4 A-400 INTERIORS A-401 INTERIORS A-402 INTERIORS PROJECT ADDRESS: A-403 INTERIORS PROPOSED SITE PLAN A-600 DETAILS 555 Three Waters Lane A-700 STRUCTURAL 0 SCALE. 32 1'-O" East Marion, NY Ln INOT MORE THAN 15% OF THE ROCKS OR LUMPS SHALL BE SITE llqFO: SITE INFO CONT.: SITE INFO CONT. : SITE NO ES: JEARc'`��T LARGER THAN 2 1/2 INCHES IN GREATEST DIMENSION. /V LOCATION: r555 THREE WAlrERS ORIENT NY 11957 1. ALL EXISTING CONDITIONS INDICATED ON THE PLANS TO BE 10. TOP 6" OF NEWLY GRADED AREAS IS TO BE TOPSOIL RAKED TYPE: RESIDENTIAL REMOVED OR [RELOCATED ARE TO BE SO EXECUTED IN A FREE FROM DEBRIS, STICKS, STONES OVER 2" IN SIZE AND TAX MAP #: *1000-15.-7-10 FAR CALCULATION: SANITARY/SEPTIC: MANNER THAT' WILL NOT DISTURB ADJOINING AREAS OR OBJECTIONABLE MATERIAL. ZONING DISTRICT: R-40 SEPTIC SYSTEM TO BE REPLACED AND RELOCATED. CONDITIONS VWHICH ARE TO REMAIN. CONTRACTOR/OWNER IS RESPONSIBLE FOR NOTIFYING ALL SITE AREA.-I 3,750 SF SITE AREA: 13,750 SF SEE SEPTIC SUFFOLK COUNTY HEALTH DEPARTMENT 2. EXTREME CAUTlION IS TO BE TAKEN DURING DEMOLITION, TO UTILITY COMPANIES AND VERIFYING LOCATION OF SAME TOTAL EXISTING SF: 2,408 SF OBSERVE ANY VARIATIONS OR UNFORESEEN DISCREPANCIES IN UTILITY COMPANIES LINES, SERVICES AND OTHER POSSIBLE 04436 "T TOTAL ALLOWABLE SF 2,568 SF APPROVED PERMIT TO CONSTRUCTION AND APPROVED THE PLANS AND REPO RTED IMMEDIA ELY TO THE OWNER. EQUIPMENT OF UTILITY COMPANIES. OF N : SURVEYOR: DRAWINGS (RECORD ID: R-22-2454) ALL EXISTING SITE CONDITIONS DAMAGED BY EQUIPMENT, 18. GENERAL CONTRACTOR OR OWNER SHALL FIELD VERIFY ALL G&L LAND SURVEYING TOTAL PROPOSED SF OF NON-ACCESSORY MACHINERY, OR CONSTRUCTION, ARE TO BE REPAIRED OR INVERT ELEVATIONS AND SEWER CONDITIONS INDICATED PRIOR DRAWNBY.- Author PETER A GROBEN BUILDINGS: 3,236 SF PYRAMID LAW: REPLACED TO ''THEIR EXISTING CONDITION PRIOR TO TO CONSTRUCTION, ARCHITECT ASSUMES NO RESPONSIBILITY DATET. 1111120244:25:32PM COMPLIES. SEE DIAGRAMS ON N-1 CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER. FOR INFORMATION CONTAINED IN SURVEYS OR SEWER PO BOX 704 RIDGE NY 11961 FIRST FLOOR SF: 2488 SF 7. REMOVE ANID STORE ON SITE ALL SHRUBS NOT DAMAGED DEPARTMENT RECORDS. SCALE 1116"= I�O" FLOOD ZONES: SECOND FLOOR SF: 748 SF BY FIRE AND RIEPLACE AFTER CONSTRUCTION IS DRAWING SHEET NAME COMPLETED. --------........................... PROPERTY IS NOT LOCATED IN A FLOOD ZONE. TOTAL PROPOSED SF OVER ALLOWABLE SF: 668 SF 8. FINISH GRADE TO ELEVATIONS AS NOTED ON THE LOT COVERAGE CALCULATION: (APPROVED UNDER ZBA FILE #7813) CONTRACT DOOCUMENTS. CUT REMOVED FROM NEW COVER SHEET ALLOWABLE LOT COVERAGE: (20%) 2,750 SF EXCAVATED AREAS IS TO BE USED FOR FILL WHERE PROPOSED LOT COVERAGE: (23.4%) 3,225 SF REQUIRED TO (OBTAIN DESIRED GRADE. 9. ALL FILL MAlTERIAL SHALL BE SOIL OR SOIL-ROCK POOL: 511 SF MIXTURE FREE FROM ORGANIC MATTER AND OTHER DRAWING SHEET NO: HOUSE: 2488 SF OBJECTIONABLI-E MATERIAL. IT SHALL CONTAIN NO ROCKS DECKS': 186+40=226 SF OR LUMPS OVER SIX INCHES IN GREATEST DIMENSION AND TOTAL: 3,225 TOTAL PROPOSED LOT COVERAGE OVER: 475 SF T=OOOmOO PPROVED UND 7�Q 1 4+7Alla% _BA-F4__r: ARCHITECTS: : LN 01�ENOVATION WA TER 559 THREE SAMUELS+ STEELMAN KEY PLAN 21. CONTRACTOR WILLFULLY COMPLY TO THE PROVISIONS CODE INFO PLAN LEGEND. GENERAL STORMWA TER GENERAL NOTES OF THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH POLLUTION ON PREVENTION ON 1. ILL WORKS SHALL BE PERFORM CORDANCE OF 1920 AND TO ANY RULES AND REGULATIONS PURSUANT WITH ALL STATE, MUNICIP , AL ZONING AND BUILDING TO THE ACT. THE PROVISIONS OF THE SPECIFICATIONS, DRAW/NGS AND _ _ _ _ NOTES ADDRESS: CONSTRUCTION CRITERIA OF THE ARCHITECT AND SHALL 25235 MAIN ROAD CODES AND ORDINANCES HAVING JURISDICTION AND BEST 22. ALL MATERIALS AS WELL AS METHODS AND PROCESSES SATISFY ALL APPLICABLE CODES, ORDINANCES AND \ _ \ DEMO WALL PERMANENT STORM WATER RUNOFF CONTROL MEASURE CUTCHOGUE NY 11935 STANDARDS OF CONSTRUCTION PRACTICE. USED IN THE PERFORMANCE OF THE WORK SHALL SITE DESCRIPTION &GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE 2. THE AMERICAN INSTITUTE OF ARCHITECTS CONDITIONS CONFORM TO THE STANDARDS OF THE BUILDING. REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY . _ SITE 631-734-6405 MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH ' EXISTING WALL DEVELOPMENT ACTIVITIES FOR THIS PROJECT WILL CONSIST OF: SHALL APPLY TO OIL WORK PERFORMED ON THIS PROJECT. 23 CERTIFICATES OF INSURANCE AS REQUIRED UNDER THE 1. INSTALLATION OF TEMPORARY EROSION CONTROL MEASURES(SILT FENCE BARRIERS), CONSULTANTS: THE: CONTRACTOR SHALL VERIFY OIL CONDITIONS CT THE t� AUTHORITIES SHALL BE PERFORMED BY THE OWNER DOCUMENT TITLED INSURANCE REQUIREM_NTS FOR CONTRACTOR, ALL PERMITS SHALL BE SECURED AND PAID FOR SEE DETAIL 3 SITE. ANY DISCREPANCIES MUST BE BROUGHT TO THE TRADES CONDUCTING OPERATIONS IN BUILDINGS FOR NEW WALL 2.CLEARING OF TREES AND BRUSH IN AREAS SHOWN ON SITE PLAN j STRUCTURAL+SEPTIC ENGINEER: ATTENTION OF THE ARCHITECT PRIOR TO COMMENCEMENT WHICH CUSHMAN & WAKEFIELD INC. ACTS AS AGENT" BY THE OWNER CONTRACTOR(S). APPLICABLE CODES INCLUDE 3.INSTALLATION OF THE DRIVEWAY STABILIZED CONSTRUCTION ENTRANCE,SEE DETAIL 2 FISCHETTI ENGINEERING BUT ARE NOT LIMITED TO THE FOLLOWING; DUPLEX RECEPTACLE OUTLET 4.EXCAVATION FOR A NEW BUILDING FOUNDATION AND SWIMMING POOL(+/-3 FT BELOW 1725 HOBART ROAD OF CONSTRUCTION, THE CONTRACTOR SHALL BE INCLUDED IN THE CONTRACT DOCUMENTS, MUST BE BUILDING AND STRUCTURAL 2020 CODE FINISHED GRADE) SOUTHOLD, NY11971 RESPONSIBLE FOR CORRECTIONS NOT REPORTED ONCE HE FURNISHED TO THE ARCHITECT PRIOR TO PROCEEDING HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS, WITH ANY WORK AND REQUIRED INSURANCE IS TO BE SMOKE AND CARBON MONO. 2020 CODE � 220V RECEPTACLE OUTLET 5.CONSTRUCTION 6.RENOVATION ANDD A AD NEW FOUNDATION AND SWIMMING POOL ADDITION TO THE EXISTING.RESIDENCE 3. WILL BE OF GOOD QUALITY; FREE FROM FAULTS END MAINTAINED AT ALL TIMES DURING CONSTRUCTION. SAFETY NOTICES 2020 CODE QUADRAPLEX RECEPTACLE OUTLET 7.SITE GRADING AROUND THE AREA AROUND THE PROPOSED POOL AND POOL HOUSE DEFECTS FOR O PERIOD OF ONE YEAR FORM THE DOTE OF MECHANICAL 2020 MECHANICAL CODE HALF HOT RECEPTACLE OUTLET 8.CONSTRUCTION OF UNDERGROUND ELECTRIC AND UTILITY LINES FROM THE UTILITY POLE � AT THE ROAD TO THE BUILDING j OWNER: THE FINAL CERTIFICATE OF OCCUPANCY. PLUMBING 2020 PLUMBING CODE w' WATER PROOF RECEPTACLE OUTLET 9•CONSTRUCTION OF A NEW UNDERGROUND WATER LINE FROM THE EXISTING RESIDENCE 4. 'THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE TO THE POOL HOUSE ENERGY CODE 2018 NYS ENERGY QGF' GROUND FAULT INTERRUPTOR OUTLET 10. INSTALLATION OF THE SEPTIC SYSTEM Provenzano CONSTRUCTION MEANS METHOD, TECHNIQUES, CONSERVATION l 11.INSTALLATION OF ON SITE DRAINAGE.STRUCTURES(PERMANENT STORM WATER RUNOFF 555 Three Wafers Lane SEQUENCES OR PROCEDURES OR FOR THE SAFETY HIGH HAT FIXTURE CONTROL MEASURES),SEE DETAIL 1-SP4 East Marion,NY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE 12. INSTALLATION OF UNDERGROUND PIPING FROM GUTTERS AND DOWNSPOUTS TO THE SURFACE MOUNTED CEILING FIXTURE DRAINAGE STRUCTURES WORK. SKY PLANE DIAGRAMS: 13.FILLING AND GRADING OF SOIL ABOVE DRAINAGE STRUCTURES REVISIONS: 5. SHALL NOT BE RESPONSIBLE FOR THE CONTRACTORS SURFACE MOUNTED WALL FIXTURE 14."CONSTRUCTION OF NEW TERRACES FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH SURFACE MOUNTED SPOTLIGHT 15.CONSTRUCTION OF NEW DRIVEWAY AND PARKING AREAS INCLUDING GRADING AND ZBA FILING 5.25.24 THE CONSTRUCTION DOCUMENTS. THE ARCHITECT SHALL \ SWITCH DRIVEWAY SURFACING BUILDING PERMIT SET 11.1.24 \ 16.INSTALLATION OF NEW LANDSCAPING PLANTS,LAWNS NOT BE RESPONSIBLE FOR THE ACTS OR OMISSION BY ti \ $D SWITCH DIMMER 17.REMOVAL OF THE TEMPORARY EROSION CONTROL MEASURES THE CONTRACTOR NO CHANGES SHALL BE MADE IN THE DOCUMENTSPN TELEPHONE AND/OR THE BUILDING AS DESIGNED WITHOUT r -� \ SITE DATA �.�. SITE AREA: 13,750 SF THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT. \ \ TV TELEVISION SOIL CLASSIFICATION:SEE TEST HOLE - ---- ---- THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL \ \ S/D SMOKE DETECTOR CONTRACTOR:N/A MAINTAIN CONTINUOUS INSURANCE ,COVERAGE \ CM CARBON MONOXIDE DETECTOR POLLUTION CONTROL MEASURES PROJECTNAME: ST/ UTORY POLICIES (WORKER COMPENSATION, ETC.) AND � IN ACCORDANCE WITH THE PROVISIONS OF THE TOWN OF SOUTHOLD,CHAPTER 236,STORM GEN RAL LIABILITY IN AN AMOUNT NOT LESS THAN $ 5 SURFACE MOUNTED CEILING FAN WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL MEASURES INCLUDING,BUT ;. NOT LIMITED TO,THE FOLLOWING SHALL BE EMPLOYED DURING CONSTRUCTION: MILLION AND AUTOMOBILE LIABILITY AND DAMAGE \ / ';%: ''' ' EXIF f \ ., , .,. ,\\.. \. \ 0 EXHAUST FAN COVERAGE NOT LESS THAN 2 MILLION. THE ARCHITECT , ,•'::./,. _\;�,., ,•, %- '-.;' , j A.EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED(BY INSTALLATION OF /%•Al ' ' "''' ' / F SURFACE MOUNTED FLORESCENT FIXTURE CONSTRUCTION FENCE OR OTHER APPROVED MEANS)AND SHALL SHALL BE NAMED INSURED ON ANY AND ALL POLICIES. !` '% '•*. '' ' , ' r j REMAIN UNDISTURBED. \,\, �: ,;.;:., ,;- \. ,' / _ DE CABINET MOUNTED FLORESCENT FIXTURE 6. ALL CONSTRUCTION SHALL MEET NYS ENERGY ._ �- �, ...._._.. � / .�--: � � _ � �/ l ; • '" UNDER �, �- .,\ - :•.�_. ,.;\. � ' i i;' � • :'� ;i \ B.CLEARING AND GRADING SHALL BE SCHEDULED�O AS TO MINIMIZE THE EXTENT OF %r'% ;i%% •; '• ,,,;',.%".%%:; ,•' ,; T EXPOSED AREAS AND THE LE CONVERSATION CONSTRUCTION CODE. ALL GLAZED AREA / \,;. , , SURFACE MOUNTED LIGHTING TRACK LENGTH OF TIME THAT AREAS ARE GLAZED AND ALL EXTERIOR DOOR TO HAVE _� EXPOSED.A MAXIMUM OF 1 ACRE SHALL BE DISTURBED AT ONE TIME UNLESS WRITTEN TO BE DOUBLE �� o EXTERIOR WALL MOUNTED FLOOD LIGHT ... �/`' . ;�/ . / .�, . .,i',• .• % r.;i.,.\' , r PERMISSION IS GRANTED BY THE NYSDEC.GRADED AS ,i. ,.; ,:'. ;. . INSULATED CARES. THE INSULATION PROTECTION /,.; .�,� , .{;':�". / .� .•;��,;.,•::r '.•,�;: ,..;:. , ". ..-� � %'� ;/%' '/�!'i , AND STRIPPED SHALL\. ;;\ •/i. ',,:.::/.•r ,. ,,.•.,._.�/:,, .\.::%; . . •� . . ,r '. EXHAUST FAN H L BE KEPT STABILIZED THROUGH THE USE OF TEMPORARY INDICATED ON THESE PLANS EXCEEDS THE CODE'S ''' SEEDING AS REQUIRED,SEED MIXTURES SHALL BE IN MINIMUM STANDARDS. 13,7„ �p� SURFACE MOUNTED CEILING FIXTURE w/PULL CHAIN ACCORDANCE WITH THE SOIL CONVERSATION SERVICE RECOMMENDATIONS. �^ 35'-Y" C.BARE SOILS SHALL BE SEEDED WITHIN 14 DAYS OF EXPOSURE,UNLESS CONSTRUCTION 7. THESE DRAWINGS AND SPECIFICATION ARE WILL BEGIN WITHIN 21 DAYS AS SECTIONS ARE (D INSTRUMENTS OF SERVICE AND SHALL REMAIN THE COMPLETED,OR IF CONSTRUCITON ON AN AREA IS SUSPENDED,THE AREA SHALL BE Ohl 0 PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR SKY PLANE DIAGRAM: EAST TO WEST SECTION SEEDED IMMEDIATELY. A.SEED PREPARATION-SCARIFY SOIL IF COMPACTED,REMOVE DEBRIS AND OBSTICILES WHICH THEY MADE IS EXECUTED OR NOT. THEY MAY NOT BE NTS SUCH AS ROOTS AND STUMPS, USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN B.501E AMENDMENTS •AUTHORIZATION OF THE ARCHITECT. 1,LIME TO PH 6.0 \% 2. FERTILIZE WITH 6600 LBS OF 5-10-10 OR EQUIVALENT PER ACRE(14 LBS/100 SQ.FT.) 8. A SINGLE STATION SMOKE DETECTOR ALARM DEVICE . , C.SEED MIXTURES SHALL BE INSTALLED IN EACH BEDROOM, ON ALL FLOORS / �.�'' 1.TEMPORARY SEEDLINGS AND SHALL BE INTERCONNECTED PER CODE. \ �.,� A.RYEGRASS(ANNUAL OR PERENNIALS @ 30 LBS.PER ACRE(0.7 LBS PER 1,000$0. � �'�� 9. ALL BATHROOM WITHOUT OPERABLE WINDOWS TO BE �.)\ \ B.CERTIFIED"AROOSTOOr WINTER RYE(CEREAL RYE)@ 100 LBS.PER ACRE(2.5 MECHANICALLY VENTILATED AS PER NEW YORK STATE \ ,, LBS PER 1,000 SQ.FT.)USE WINTER RYE IF SEEDING IN CODE. OCTOBER/NOVEMBER. 11.000 \ 2.PERMANENT SEEDLINGS-SEE LANDSCAPING PLANS 10. NO WORK IS TO BE STARTED UNTIL A BUILDING PERMIT D.THE LENGTH AND STEEPNESS OF CLEARED SLOPES SHALL BE MINIMIZED TO REDUCE HAS BEEN SECURED AS REQUIRED BY THE APPLICABLE RUNOFF VELOCITIES.RUNOFF SHALL BE DIVERTED AWAY FROM GOVERNING AGENCY OR AGENCIES. CLEARED SLOPES. \ '` "�'"/;% ,,;'�% , -,� r f ,'. r `..' • E.SEDIMENT SHALL BE TRAPPED ON THE SITE AND NOT PERMITTED TO ENTER ADJACENT 11, ALL CONDITIONS AND DIMENSIONS ARE TO BE VERIFIED PROPERTIES OR PUBLIC ROADS OR DRAINAGE SYSTEMS. BEFORE START OF ANY WORK AND DISCREPANCIES OR , yy / �/ ';'';'"'''`: f SEDIMENT BARRIERS SHALL BE INSTALLED ALONG THE LIMITS OF DISTURBANCE PRIOR TO I �% VARIATIONS TO APPROVED PLAN ARE TO BE BROUGHT TO \\ f; " /..'��r%% \!f';' ;r" ,/i ' ' /%'% T ___ THE START OF CONSTRUCTION AND SHALL BE MAINTAINED UNTIL CONSTRUCTION IS COMPLETE I THE ATTENTION OF THE OWNER BEFORE PROCEEDING. H f,;'' F.A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT SOIL AND 12. ALL WORK OF THE VARIOUS TRADES INVOLVED WITH THE \`f.�. �-; �\..:,'r;. �.,if, ,F\.�-' -��;, - �;�;:;.�.;:;;,/.�`'. _� LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS.THE ' �''%'" TI.�SE' ' 'Ff' ' CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE 1S PERMANENTLY +CIF THIS PROJECT IS TO BE PERFORMED j%�.�,, r. •\ , ; \ �9 � \ ,, �,:, ,.. ;,; \-Era, ' � ,.r. CONSTRUCTION �ir \` \. % \' \%' ' / :j' '%\ �'; STABILIZED.ANY SEDIMENT TRACKED ONTO PUBLIC ROADS TO BE PROJECT ADDRESS: BY CAPABLE AND REPUTABLE CONTRACTORS, LICENSED IN REMOVED OR CLEANED ON A DAILY BASIS. THE STATE OF NEW YORK AND AS REQUIRED BY THE LOCAL �� 9 G.ALL RUNOFF SHALL BE RETAINED ON SITE IN ACCORDANCE WITH LOCAL REGULATIONS GOVERNING AGENCY, AND APPROVALS. DRAINAGE INLETS INSTALLED ON SITE SHALL BE 555 Three Wafers Lane PROTECTED FROM SEDIMENT BUILDUP THROUGH THE USE OF APPROPRIATE INLET East Marion, NY 13. ALL WORK OF THE VARIOUS TRADES IS TO BE PROTECTION. PERFORMED IN ACCORDANCE WITH STATE AND LOCAL CODES, AND ALL OTHER APPLICABLE AGENCIES AND SKY PLANE DIAGRAM: SOUTH TO NORTH SECTION H.APPROPRIATE MEANS SHALL BE USED TO CONTROL A S t. FOLLOWING PERMANENT STABILIZATION,PAVED AREA SHALL DURING CONSTRUCTION. BE CLEANED OF SOIL AND j STANDARDS GOVERNING THAT PARTICULAR TRADE, AND AS NTS DEBRIS AND DRAINAGE SYSTEMS SHALL BE Ed Alley CLEANED AND FLUSHED AS NECESSARY. HEREINAFTER STATED OR IMPLIED. J.THE CONTRACTOR IS RESPONSIBLE FOR INSPECTION AND PROPER MAINTENANCE OF 14• ANY WORK HEREINAFTER STATED OR IMPLIED WHICH IS EROSION CONTROL MEASURES.INSPECTIONS CONTRARY TO THAT REQUIRED BY THE APPLICABLE MUST BE PERFORMED EVERY SEVEN CALENDAR DAYS AND IMMEDIATELY AFTER PERIODS OF RAINFALL GREATER THAN ONE HALF INCH.MAINTENANCE GOVERNING AGENCIES AND CODES IS TO BE BROUGHT TO TEST HOLE MEASURES ARE TO INCLUDE,BUT ARE NOT LIMITED TO,CLEANING OF RECHARGE BASINS, THE ATTENTION OF THE OWNER, AND CORRECTED IN SEDIMENT TRAPS AND DRYWELLS,CLEANING AND REPAIR OF NO SCALE SEDIMENT BARRIERS,REPAIR OF BERMS AND RUNOFF DIVERTERS,AND CLEANING AND ORDER TO CONFORM TO THOSE GOVERNING BY MARK McDONALD GEQSCIENCE REPAIR OF INLET PROTECTION DEVICES. ST,q� 04436 REQUIREMENTS. SOUTHOLD, NEW YORK 11971 K. DURING CONSTRUCTION,THE CONTRACTOR WILL COMPLY WITH ALL LOCAL REGULATIONS EOF NE�N� 15. ANY DISCREPANCIES FROM THIS PLAN AND THE ACTUAL CONCERNING THE DISPOSAL OF SOLID WASTE AND DEBRIS AND CONDITIONS ARE TO BE REPORTED IMMEDIATELY TO THE TOXIC AND HAZARDOUS WASTE,AS WELL AS SANITARY SEWER AND SEPTIC SYSTEM REGULATIONS.TEMPORARY FENCING SHALL BE,ERECTED AS ARCHITECT OR HIS REPRESENTATIVE. TEST HOLE DATA 11/29/22 ELEV. + 17 SHOWN ON SITE PLAN ALONG WITH THE PLACEMENT OF DUMPSTERS TO CONTROL'THE DRAWN BY., Author 16. ALL CONSTRUCTION MATERIALS ARE TO BE NEW AND OF BUILDUP OF DEBRIS.THE CONTRACTOR SHALL PERIODICALLY j DATE. 111112024 4:25:41 PM A LEVEL OF QUALITY WHICH WILL INSURE THE QUALITY OF CLEAN UP ANY DEBRIS ACCUMULATED ALONG THE TEMPORARY FENCE AND EMPTY THE 1.0 FT. DARK BROWN LOAM OL WORK DESIRED BY THE OWNER. DUMPSTERS REGULARLY. SCALE: 1"= 1'-0° THE CONTRACTOR WILL REPORT ANY REQUIRED MODIFICATIONS TO THE SWPPP DRAWING SHEET NAME: 17. SILL PLATES OF NEW AND RELOCATED PARTITIONS ARE NECESSITATED BY FIELD CONDITIONS OR CONSTRUCTION ACTIVITIES TO THE _ _ TO BE SECURED DIRECTLY TO THE EXISTING FLOORING. 3.0 FT BRQUJN SILT ML ENGINEER/ARCHITECT FOR REVISION OF THE SWPPP WHERE APPROPRIATE. REMOVE ANY FINISH MATERIALS, SUCH AS CARPETING, _ ' " � GENERAL NOTES PRIOR TO ANCHORING PLATE. 4.0 FT. BROWN SILTLY WITH GRAVEL SM 17 � DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE 18. PRIOR TO COMPLETION OF THE WORK, REMOVE FROM CONSTRUCTION MATERIALS SHALL INCLUDE CONCRETE WOOD FORMS,BUILDING LUMBER AND ASSOCIATED METAL ATTACHMENTS,PRECAST CONCRETE SEPTIC/DRAINAGE THE JOB SITE ALL TOOLS, SURPLUS MATERIALS, EQUIPMENT, STRUCTURES,PREFABRICATED BUILDING COMPONENTS(WINDOWS,DOORS,CABINETS, SCRAP, DEBRIS, AND WASTE, EXCEPT AS OTHERWISE FLOORING MATERIALS,FINISHED ROOFING AND SIDING MATERIALS, LIGHTING FIXTURES, NOTED BY THE OWNER. PLUMBING FIXTURES),GYPSUM WALL BOARD,BATE AND RIGID INSULATION,PIPING FOR DRAWING SHEET NO: PLUMBING,OUTDOOR PAVING MATERIALS. 19., ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT WASTE MATERIALS SHALL INCLUDE DEMOLITION MATERIALS FROM THE EXISTING BUILDING - THE TIME OF THIS APPLICATION ARE NOT THE STRUCTURE,UNUSED BUILDING MATERIALS AND PRODUCTS,TRASH FROM CONSTRUCTION RESPONSIBILITY OF THE ARCHITECT. WORKERS MEALS AND DRINKS.PROJECT SITE SHALL HAVE A DUMPSTER THAT ALL WASTEI ME= Alb, Aft 0 MARERIALS WILL BE TEMPORARILY STORED AND DUMPSTER SHALL BE EMPTIED WEEKLY BY BROWN FINE 7O COARSE SAND SW 20. ALL CONDITIONS INDICATED OR IMPLIED AS EXISTING AT 17 FT. - A PRIVATE CARTING COMPANY. THE TIME OF CONSTRUCTION ARE NOT THE RESPONSIBILITY COMMENTS: NO WATER ENCOUNTERED I UU U OF: THE ARCHITECT. I ARCHITECTS: i GENERAL NOTES Door Schedule RESCHECK SAMUELS+ STEELMAN Count TType Mark Level Family and Type Rough Height I Rough Width Manufacturer Finish Type Comments __.._......--............._......_._..— - -- __.— _.._.._._._.__.................................._...............---- ------------------.._......................---..........._....................-...-._................_...... ----.._.__.....---_--.-.,_._._.... _ _ -....... --._....................................._.........- ............._...__........................................._._.. -- 1 ED-1 SITE PLAN Door-Exterior-Single-Entry-Half Flat Glass-Wood Clad:34"x 84" 7'-1" 3'-0" WHITE 1 ED-2 ONE CONSTRUCTION PLAN Door-Exterior-Single-Entry-Half Flat Glass-Wood-Clad:34"x 80" 61.911 3'-0" WHITE Generated by REScheck-Web Software ADDRESS: 1 ED-3 O NE CONSTRUCTIO N PL A N D oor-Passa ge-Single-Full _Door_Passage_Single Full Lite - 6'-91/4" _- 3'-01/2" — — WHITE V.I.F ._....-- --- ---.__--._._.._..--_._. ..................................... ------ ---- Compliance i f i c to 25235 MAIN ROAD 1 ED-5 ONE CONSTRUCTION PLAN Door-Double-Sliding:72"x 80" 6'-8" 6'-0" WHITE 1 GD-1 SITE PLAN Door-Garage-Embossed_Panel: 108"x 84" 7'-1" 9'-2" V.I.F CUTCHOGUE NY 11935 1 1 GD-1 SITE PLAN Door-Garage-Embossed_Panel: 108"x 84" 7'-1" 9'-2" V.I.F 631-134-6405 1 ID-1 ONE CONSTRUCTION PLAN Door-interior-Single-2 Panel-Wood:22"X 80" 6'-8" 2'-0" PNT Project 555 Three Waters CONSULTANTS: I 1 ID-2 ONE CONSTRUCTION PLAN Door-Single-Panel:24"x 80" 16'-8" 2'-0" PNT ---_ — ------ ....................--._...__.........._;........._._........................-- ............., -.._............._......_........----..__......_....------- - - . —..__.—_._. Energy Code: 20I8 tECC STRUCTURAL+SEPTIC ENGINEER: 1 ID-2 ONE CONSTRUCTION PLAN Door-Single-Panel:24"x 80" 6'-8" 2'-0" PNT Location: Southold, New York FISCHETTI ENGINEERING 1 ID-2 LEVEL TWO CONSTRUCTION Door-Single-Panel:24"x 80" 6'-8" 2'-0" PNT construction Type: Single-family 1725 HOBART ROAD Project Type. addition SOUTHOLD, NY 11971 PLAN Climate zone: 4 (5572 HDD) 1 ID-2 LEVEL TWO CONSTRUCTION Door-Single-Panel:24"x 80" 6'-8" 2'-0" PNT Per,nit Date: Permit Number: PLAN 1 ID-2 LEVEL TWO CONSTRUCTION Door-Single-Panel:24"x 80" 1 6'-8" 2'-0" PNT Construction Site: Owner/Agent: Designer/contractor: OWNER: PLAN LEVEL TWO CONSTRUCTION Door-Single-Panel:24"x 80" 6'-8" 2'-0" PNT „ \ O'er ^ce \, \. \. Provenzano \. \. \ r . \. \ \.. \. 555 Three Waters PLAN �, :: :a 0. \ \ \. \, 1 ID-3 ONE CONSTRUCTION PLAN _ Door-Interior-Single-2 Panel-Wood:24 X 80 6 -8 12 -6 PNT . �. .� .. ........__..: � ... ..... �\\ East Marron, NY -- --------.....--.---_.._. ._...-............................--....... --.._.._..-- ----.... -...-----......_....................-_._.._................... .---.._............__.—._._...._......_}--._.._--_.._.. _-.. --- - -.-._..._.- xi oxdmumSHGC. 40 Your SHGC. .27 Compliance' 3©6°lo Better Than Code Maximum tJA• 337 Your E1A• 234 M q q 1 ID-3 ONE CONSTRUCTION PLAN Door-Interior-Single-2_Panel-Wood:24"X 80" 6'-8" 2'-6" PNT The%Better or worse Than Code index reflects how dose to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code hone. REVISIONS: 1 ID-4 ONE CONSTRUCTION PLAN Door-Interior-Single-2 28"X 80" 6'-8" 12'-6" PNT Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance patio in REScheck. Each slab-on-grade ZBA FILING 5.25.24 assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. 1 ID-7 ONE CONSTRUCTION PLAN Door-Interior-Single-2-Panel-Wood:30 X 80 6 -8 2 -811 PNT 1 ID-7 ONE CONSTRUCTION PLAN Door-Interior-Single-2-Panel-Wood:30"X 80" 6'-8" 1 2'-8" PNT BUILDING PERMIT SET 11.1.24 1 ID-7 ONE CONSTRUCTION PLAN Door-Interior-Single-2 30"X 80" 6'-8" 2'-8" PNT Envelope Assemblies -- -- --...........__..............._.....__._._._.—.—_ ------. . __ _ -- —.._._.....- — ---...----..._....__.._.._..---._....._._...._.._.__.-..._.._..._.__._._._..__.........._.......---.............................----...................._..__..............._.._._............--._.._.. 1 ID-7 LEVEL TWO CONSTRUCTION Door-Interior-Single-2 Panel-Wood:30"X 80" 6'-8" 2'-8" PNT : ' PLAN � . a= �a:` 'a �� lilt i � 1 ID-7 LEVEL TWO CONSTRUCTION Door-Interior-Single-2-Panel-Wood:30"X 80" 6'-8" 2'-8" PNT ceiling: Flat ceiling or scissor Truss 2,854 30.0 32.0 0.017 0.026 49 74 -- --- - -- - - - PLAN --._...... —.._.._...__..i...—_.._.__..... ---._......- ------ - ----- - ---._..-.-...._.._...... Ceiling�:Cathedral Ceilin 180 30.0 32.0 0.016 0...............----..........._..........-.._......._....._—._._ _ --...-—._............_..------._........__...............__.........._...._.__..._.__............... --...................._.._...__....._.._.._..........._.-._. g g a26 3 5 1 ID-7 LEVEL TWO CONSTRUCTION Door-Interior-Single-2-Panel-Wood:30"X 80" 6'-8" 12'-8" PNT wall;wood Frame, 16"o.c. 1,252 20.0 .24.0 0.023 0.060 17 44 PROJECT NAME: PLAN Door:Glass Boor(over 50%glazing) 125 0.280 0.320 35 .40 1 ID-7 LEVEL TWO CONSTRUCTION Door-Interior-Single-2-Panel-Wood:30"X 80" 6'-8" 12'-8" PNT SHGC:0.27 Window:Wood Frame PLAN sHcc:0.27 395 0.260 0.320 103 126 1 IID-$ ONE CONSTRUCTION PLAN Door-Interior-Single-2-Panel-Wood:32"X 80" 6'-8" 2'-10" PNT Floor.Slab-Gn-Grade(Heated) Insulation depth: 3.0' 616 19.0 1.180 0.645 0 0 1 IID-11 ONE CONSTRUCTION PLAN Door-Interior-Double-Full Glass-Wood:48"x 80" 6'-8" 4'-2" PNT Insulation position:Horizontal Insulation ------........................._....---..._.._ — ------- ..--- ----------......_..__....------------- ---- --------L...._F.�_._..._.......__..__. � - - -.--.--..___..--------.---._.._-- Basement Watt Masonry Block w/Empty Cells 1 IID-12 ONE CONSTRUCTION PLAN Door-Interior-Single-Pocket-2 Panel-Wood: 6 -8 5 -1 PNT wall height: 7.01 Door-Interior-Single-Pocket-2 Panel-Wood 30" tflepth below grade:6.0' 812 0.0 24.0 a.g33 0'059 27 48 Insulation depth:7.0' 1 ID-13 ONE CONSTRUCTION PLAN Door-Interior-Single-Pocket-2 Panel-Wood: 16'-8" 5'-5" PNT Compliance Statement.• The proposed building design described here is consistent with the building plans,specifications,anti other Door-Interior-Single-Pocket-2 Panel-Wood 29" calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 1 ID-13 ONE CONSTRUCTION PLAN Door-Interior-Single-Pocket-2-Panel-Wood: 6'-8" 5'-5" PNT Door-Interior-Single-Pocket-2 Panel-Wood 28" ONE CONSTRUCTION PLAN Door-Exterior-Single-Entry-Half Flat Glass-Wood-Clad:36"x 80" 6'-9" 3'-2" EXISTING Name-Title Signature Date ---� Grand total:29 WINDOW SCHEDULE Project Title: 555 Three Waters Report date: 11/29/23 Type Mark Count Family and Type Rough Height Rough Width Level Manufacturer Type Comments Data filename: Page 1 of 1 000 K 1 Window-Double_Hung-Andersen-400_Series-Tilt_Wash: 3'-5 3/8" 2'-61/8" ONE CONSTRUCTION PLAN Andersen Vinyl-clad wood double hung window 29-5/8"x 40-7/8" Corporation . B 4 Window-Double_Hung-Andersen-400_Series-Tilt Wash: 4'-13/8" 2'-61/8" ONE CONSTRUCTION PLAN Andersen Vinyl-clad wood double hung window 29-5/8"x 48-718" Corporation A 3 Window-Casement-Single-Left:33"x 40" 3'-21/2" 2'-61/2" ONE CONSTRUCTION PLAN Anderson Vinyl-Clad wood Casement C 4 Window-Casement-Single-Left:33"x 48" 4'-01/2" 2'-61/2" ONE CONSTRUCTION PLAN Anderson Vinyl-Clad wood Casement ® RISER DIAGRAM 1 D 1. Instance-Window-Fixed:32 x 84 7 -0 21-811 ONE CONSTRUCTION PLAN Anderson Vinyl-Clad wood fixed _........ ...................._...........----...........- - -----------..._._..-- ..__..__._._...__ F 6 Window-Double_Hung-Andersen-400_Series-Tilt_Wash: 4'-13/8" 2'-10 1/8" ONE CONSTRUCTION PLAN Andersen Vinyl-clad wood double hung window 33-5/8"x 48-7/8"trim Corporation S NEW LINE DI CHECK VALVE(QUIET) E 11 Window-Double_Hung-Andersen-400_Series-Tilt_Wash: 4'-9 3/8" 2'-101/8" ONE CONSTRUCTION PLAN Andersen Vinyl-clad wood double hung window E EXISTING LINE DOI BALL VALVE 33-5/8"x 56-7/8" Corporation POINT OF CONNECTION HAMMER ARRESTOR E 110 Window-Double_Hung-Andersen-400_Series-Tilt Wash: 4'-9 3/8" 2'-101/8" LEVEL TWO CONSTRUCTION PLAN Andersen Vinyl-clad wood double hung window PROJECTADDRESS: 33-5/8"x 56-7/8" Corporation G 2 Window-Double-Hung-Double:65"x 48" .4'-01/2" 5'-51/2" 1 ONE CONSTRUCTION PLAN Anderson Vinyl-clad wood Double hung window 555 Three Waters Lane Grand total:33 East Marion, NY --- 3" VENT ROOF f- - - - - BR NsED ARC --'- BATH 204 ��`5�\N uE/k f�� i w LAV TL TUB ' 2ND FLOOR 04436 ��- _.. _.. — _. ... O TFOFF:Nam`{ M. BATH - -.------,--__BATH 108 KITCHEN LAUNDRY I _ DRAWN BY.- Author I ' -, WM DATE: 111112024 4:25:45 PM ; ' I � _LAV.. TL LAV � TL � _LAV.... � SCALE: As indicated TUB DRAWING SHEET NAME: ' SHW ; � ' SHW I � � 1ST FLOOR _............_..... ---____—. _..__-----....------ ' ' GENERAL NOTES 2 I I DRAINLINE 3"WASTE TO SEPTIC TANK DRAWING SHEET NO: I I ' BASEMENT N I I e 00 i ARCHITECTS: WIRE FENCE W1 E L S+ FILTER CLOTH R M A FILTER BOUNDHAYSALE E"iT E E L M A N CLOTH MIN. 6"BELOW GRAVE FLOW k. ADDRESS: 77\ UHLLANE 25235 MAIN ROAD CUTCHOGUE NY 11935 METAL WIRE FENCE WI FILTER CLOTH AND METAL POSTS 10'MAX SPACING ......................................... ............. 631-734-6405 CONSULTANTS: w 'z -4 \ t J STRUCTURAL+SEPTIC ENGINEER: FISCHETTI ENGINEERING 'I tom` " Ay; 1725 HOBART ROAD ANGLE STAKE INTO q�1 f SOUTHOLD,NY 11971 PREVIOUS BALE Q) FLOW PROPOSED SEPTIC SYSTEM. , Oil, lop \ y J 'offig 2'REBARSTEEL PICKETS OR 2'X 2" LO SEE SEPTIC DRAWINGS STAKES 1-112*-2'IN GROUND DRIVE el S f CORD ID:R-22-2454) 4 FLUSH WITOP OF BALES Q OWNER: Q> Provenzano BOUND HAYBALES(ABUT TO ADJOINING BALE TIGHTLY) Z EX/tTIA OVERHEAD u o uj C\j 3 555 Three Waters Lane Lu co ELECT I TO BE BURIED.FILE Q) UE East Marion, NY HALEBALE TO BE EMBEDDED INTO SOIL MINIMUM OF c\1 4-AND BINDINGS PLACED HORIZONTALLY REAR AND PA FEES TO PGSLI -I I �0 5-0 jSETBAc? cy) REVISIONS: 35�-O", WRAP SILT FENCE UNDER HAYBALE AND DRIVE STAKE THROUGH, ZBA FILING 5.25.24 BUILDING PERMIT SET 11.1.24 REMOVE EXISTING NO SCALE EROSION & SEDIMENT CONTROL DETAILS , EXISTING GRAVEL TREE -'DRIVEWAY, , , ., � -1 . 7 D A Z7 8'X4 DWA ff PR PANE TANK (BUR) 81X41 69�-7 5'-O" EXISTING WELL PROJECT NAME: TOP OF EXISTING c\1 BE REMOVED GRADE VGI 00 T ,A -a Qll CAST IRON FRAME AND COVER TO DECK to GRADE(AS REQUIRED) /x\ x\1 TRAFFIC SLAB(SEE PLANS VEW 18.8 x \ \ \ \IX-11" N 1/",_ \ \� \ X � .4 \ \ \ \ \ zo FOR LOCH TIONS) C14 V \ x "K 04 X ,a's All- "Im 9 FAC ; V IT N N uj Z 48"HIGH x48"DIA 'N X>� DRAINAGE BASIN 9 X x X '11, , V BA KFILL MATERIAL TO 41 , /I N %_ CL BE CLEAN SAND AND \ , \",/ /, "I \, \ `N ,X`, uj F_;� H R_ R R_ 0- Or- GRAVEL X, X 7 x _uj -618. 9 /S . T X_ 2d, _bIx —CONFIRM SHOWSEXISTING DECK DRAINAGE TO DR ELL T 0,R 04 Ob 1 GROUND WATER PRIMARY FRONT YARD C\ N 6 P�d§E D '1-\SF,,3,23\� SF SETBACK \ \7, 0 NEW AC CONDENSER -,0 11 \' �\ ' 9.\4 2 j �4 `N1 FF 35,-O" ON PRECAST SLAB \ V , \ , PERMANENT STORM WATER BLUES -ONE-- STEPS SEE LAN Of —NEW POOL SAFE FENCE N " RUNOFF CONTROL MEASURE FL PER CODE STORM DRAINAGE RING TYPICAL NO SCALE \ \ \ \ �\ \ \ \ .\ �\ r 4 4" 6� EXISTING DECK TO BE-------I N \N x REMOVED \\ I -619.17 V N 114" 8 EXISTING SEPTIC TO BE Q) REMOVED.BACKFILL WITH DRAINAGE CALCULATIONS \ \. \. \ \, \ -' S4=9 NEW FILL TO GRADE PROJECTADDRESS: 6�- AREA OF RESIDENCE (DW-A) NEW PROPOSED WELL---\ (SCHD RECORD ID:R-22-2454) DRY WELL AREA x RAINFALL x RUNOFF FACTOR 555 Three Waters Lane 18.56 DW (DW-A) 2,469 SF x (2/12 FT.) x 1.0 = 411.5 CU. FT. 'X4' 8 East Marion, NY USE: (3) WDIAMETER x 4' HIGH POOL \x ........... BLUES ONE V (3) 81 X 4' STORM DRAIN RING E5D04 CU. FT. STEPSSEE f`LANPROVIDED REQUIR ARC 504 CU. FT. > 411 CU. FT. \ ., \ \ \ \ \\` \ - 19.24 '\�_�JEA/VtiiT STING SHED TO BE ,---NEW OOL SAFE FENCE SHOVED P TFrco= IIXZ� COMP 1ANT GATE Q) Lu LJUJ U443 CIO OF KIPN-( L DRAWN By., Author DATE: 111112024 4:25:58 PM SCALE: 3/1611= 1 1-0111 DRAWING SHEET NAME., ENLARGED PROPOSED SITE PLAN ENLARGED SITE PLAN SCALE: 118"=1'_0" DRAWING SHEET NO: R PAN r6 -r Tml 00100 I � I ARCHITECTS: F-1 DEMOLITION LEGEND I I A i AMUELS+NOT IN SCOPE I STEELMAN EXISTING WALL OR PARTITION WALL TO REMAIN i ADDRESS: i \ �— — — — 6 25235 MAIN ROAD C - - DEMOLITION CUTCHOGUE NY 11935 631-734-6405 CONSULTANTS: i STRUCTURAL+SEPTIC ENGINEER: REMOVE ROOF AND ALL ROOF FRAMING — FISCHETTI ENGINEERING 1725 HOBARTROAD SOUTHOLD, NY 11971 REMOVE GARAGE DOORS i OWNER: _ / Provenzano i 555 Three Waters Lane East Marion, NY REVISIONS: ZBA FILING 5.25.24 i BUILDING PERMIT SET 11.1,24 REMOVE I1 � FINISHES ------- AND FIXTURES I —-- BRACE WALLS AS NEEDED i STAIR TO REMAIN PROJECT NAME: REMOVE DECK i I i _ II f r. .. C=_ REMOVE TILE THROUGHOUT r I1 REMOVE EXTERIOR WAL . 1 11 I REMOVE WOOD FLOORING IN BEDROOMS CONFIRM FOUNDATION WALL LOCATION BELOW 4 1 I -----._........._ .... . -- --.........-- -- — ------ — uj _._.._ — --... 3 I _ _ - - - - - -, -- - - - - - -- -- - - - _ ---- _ _ - --- _ I is r I I --- _ II , . — I _ _ \ _ I I I I � _.. _'-- GYP BOARD ... I , - TO BE REMOVED ALL ALL EXISTING OINSULATION TO BE REMOVED ALL EXTERIOR SHEATING TO REMAIN P_ I I I ( I I ' .... �-�—t I _ ° 1 I I I ( I I , ; II °III ( DEMO ALL KITCHEN CAB \ I I .... . . . ; JJ1 ,/ AND APPLIANCES f I II II II 1 REMOVE HALF WALL IIII \ II II TL =- ——I I �- I ( I I AND CABINET ABI ET I II ,`� —I F �I�, I I I ------ -- J. 1 ___ — _ I 1 - -- --- -- - --- -------- ----------- -DROPPED CEILING ,, � I REMOVE ALL PLUMBING AND FINISHES F————— —— ——— PROJECTADDRESS: DEMO EXISTING SIDING \ __ —— I Lane LL 555 Three Waters �- T �--- - � I 1 1 EasfM GIN 11 ... anon, NY KEEP FLOORING ! _.............---- ----.....- - -- II LIVING ROOM CHIMNEY AND FIRE U- A LACE TO REMAIN REPLACE ALL WINDOWS �5�� JEA!EDARC 71 --u I 1 I I AND DOOORS NSA_............... ....... ....._..._.. . - -.................._........ ....._. .._......... — ---- - -- -._................__._. 2 - -- -___ __. __ --- f �I L CEILING TO REMAIN I OF TO REMAIN SHINGLES TO rqT�044 HALT SHIN �� I I a�rat N 1 I 1 CEILING TO REMAIN i BE REMOVED AND REPLACE II II II 1I ( I DRAWNBY.- Author _..... — — ... _....._ ........ --_.... ..._._. ..J _. . _ _. . _..._. _. .. -._-__-.--- DATE: 11/1/2024 4�26�45 PM _ - - -- - - —.. ' .. _ _..... _ -. --._ ......... ._.... .......... ...--- -...... ____ ._..... _.__. ..--- .._.... ._..._ _....._. .......... .__.._. ......... ..... ...._.._ ..___ ...... ......._ ___ __ ._ _...... .......... ..... SCALE: As indicated DRAWING SHEET NAME: i ----------- ALL EXISTING INTERIOR GYP BOARD — —— ——— I DEMOLITION PLAN TO BE REMOVED,ALL INSULATION DECK TO REMAIN TO BE REMOVED — -- I I LEVEL ONE DEMO PLAN I DRAWING SHEET NO: 77 REMOVE WALLS FOR NEW SCALE: 114"=1 0° WINDOWS THROUGHOUT I I I mml 00000 I I ARCHITECTS: i I ---- - ---- - -- b1 a EXISTING WALL AMUELS+ -350.0 ,., NEW WALLSTEELMAN I i WINDOW — — — — — — \I \ \ V ADDRESS: DOOR rt� (SEE SCHEDULE ON SHEET X-XXX) — — — nA ; n- ; ; c � ¢. _ _ _ 25235 MAIN ROAD CUTCHOGUE NY 11935 n a NEW POST ABOVE .;�. ,y:.. n - ,a-... �. , , 631-734-6405 OVERHEAD AND BASE MILLWORK n n n n CONSULTANTS: (ALL MILLWORK TO BE CONFIRMED n - • ° VIA SHOP DRAWINGS) a n STRUCTURAL+SEPTIC ENGINEER: I WALL TYPE TAG r `n •''n `°n.° '�•n FISCHETTI ENGINEERING 1 I (SEE WALL DETAIL SHEET A-800.00) `a � `.F d, ° '' 1725HOBARTROAD NEW POST ABOVE � � '.°.Gn .• G-`p < ,@ -� ': - �' ` ' ._ " .f; - �-���°..; ,�:.•�•d: .,�.n . .• SOUTHOLD, NY 11971 ROOM n n`EXISTIN :S' AS ON GRADE,* ' ° ROOM TAG G ° ° 101 n \ E d A n EXISTING FOUNDATION ' • . . - • ' b . ; n_ � ¢ ,<. -¢•�,-° -- ,.• OWNER: WALLS. CONFIRM DEPTH ° n AND FOOTING LOCATION AT Provenzano - DEMOLITION PHASE. 555 Three Waters Lane East Marion, NY ° n ° ° , A REVISIONS: - V NEW DOWELS INTO ZBA FILING 5,25.24 ° EXISTING FOUNDATION n BUILDING PERMIT SET 11.1.24 Y. . s° EX • �•, „. 5 • .. Lll Z .. \ ; \ \\\ C7 .. .�. \ \ ------ -- ,i II Ii Q III I',I \i \ ,IIII II, ;III Itl i i NAME: PROVIDE ACCESS'LII II OPENING �I I \ NEW 6" CONCRETE SLAB - LNEW FJ TO MATCH \ TO REPLACE EXISTING SLAB EXISTING --2- _ -352.0 NEW 8"THICK CONCRETE _ FOUNDATION WALL WITH FOOTING TO MATCH ; \ EXISTING. I a \ -352.0 - -- I _ DOUBLE FJ UNDER \' PO5 ABOVE ._- . _ -- ---' - /—WALL flN.._ 0UNRATION- -PARTITIONS EXISTING DECK STRUCTURE .........._..._.. \_ ....�.. - - - - - I-0 REMAIN \ NEW INSTANT \ NEW INSULATION R-24 HOT WATER HEATER EXISTING 2X10 FJ @16 O.0 \ a GYP BOARD COVER NEW INSTANT J� EXISTING 8 CMU FOUNDATION HOT WATER HEATER \ , 1 WALLLJLJ BASEMENT \ I _ BASEMENT • N � V � N \ \ POST ABOVE o \ 001 ON FOUNDATION WALL -- I ILO 475 SF \ \ I o EXISTING CRAWL SPACE OPENING TO CRAWL SPACE I x WITH EXISTING SLAB \ \ EXISTING ELEC PANEL N \ --------- P STABOVE EXISTING ELEC PANEL REPLACE EXISTING \ UPGRADED TO 200 AMP \ OVERHEAD LIGHTS � 0 FOUNDATION WALL \ UPGRADED TO 200 AMP �- F------- 1 cn w \\ \ \ I W - E ISTING ACCESS O E N I N G \ PROJECT ADDRESS: I I ' I I \ \ \ L _ ___\ ---- NEW POST TO NEW GYP BOARD -- EXISTING CRAWL SPACE � � � 555 Three Wafers Lane \ P.C. FOOTING WITH FRAMING, I East Marion, NY SPRAY FOAM ' INSULATION R 24 ' I _r �- \ EXISTING OIL ; ; �S��E JEA/V T \ TANK TO BE REMOVED ���w�`�� 5 �C \ \' NEW ELECTRIC \ HEAT PUMP \ WITH PROPANE I ' ' : NEW \ BACKUP \ \ NEW ELECTRIC PROPANE TANK ' d'T fl4436 `E,9 pQ` HEAT PUMP , , , , pR'NO*' \ WITH PROPANE ,� i i 1000 GAL \ \ BAC - - - i i DRAWN BY." KS EXISTING DECK STRUC URE TO REMAIN ' DATE: 111112024 4:22:47 PM \ \ \ \ \ \ SCALE: As indicated DRAWING SHEET NAME: 11'-61/2" 11' -61/2" I BASEMENT CONSTR. PLAN 13' -61/2" 13' -61/2" DRAWING SHEET NO: BASEMENT RCP BASEMENT CONSTRUCTION PLAN A Aft SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" --- - -------­-----------------------------­------------- -----------------------­--------- AMUU 1000 I ARCHITECTS: b -350.0 S AMUELti+ 21'- 11 STEELMAN _22 7' 1('- 5" ADDRESS: 25235 MAIN ROAD 1 1 1 LJ—Li I 1 11 H CUTCHOGUE NY 11935 U5 ....... 631-734-6405 �' NEW RR 2X8 @ 16"O.0 C) NEW RR 2X8 @ 16" O.0 —7co CONSULTANTS: C14. _E Cy') 00 >< STRUCTURAL+SEPTIC ENGINEER: BEDROOM IN FISCHETTI ENGINEERING 206 EW CJ 2 X 6 (616 O.C. C\j Q!! ♦ go 1725 HOBART ROAD �ly�p BEDROOM BEDROOM SOUTHOLD, NY 11971 BE-DROO1Vr 0 E 206 IR;oOF NEW ROOF UNDERHANG 205 , Ll C6 L BELOW.SEE ELEVATIONS /6'- co OWNER: $ X 41 : 111 D 3' -�1/211 31-511 : E o' co L 2- X8 00 69- Provenzano $ A...................... 2- 2X8 : 555 Three Waters Lane Zo East Marion, NY ®R cli. CL CL rs O/C C-4, 4 .................. REVISIONS: C� co LJ HALL co ZBA FILING 5.25.24 I SIGX C2 11 -7 EBUILDING PERMIT SET 11.1,24 L 202 C14 C� 1 BATH co m BEDROOM C14 NiBATF j I I . . \ 4" ................... ..................BEDROOM ..........\' 203 204,........... 0 -­_4­4 ............................................ co ..................... HALL oo C) 10 5�z poi . i : 1% co x L? CN . 00 I eLk 4�/NEW CJ 2 X 6 @16 0.( PROJECT NAME: ....................... CN . .............. is 1 04 51f 10, q I LO co NEW HID __7 J $ $ $ $ D $/D 04� co L 1 1 6 C> .......... w 04 co A—F 11 1 1 1 .......... --..I:._........................ ............ 2 ....................................... READING t4 ............. .......... 352.0 kl� NEW RR 2 6 201 READING 160" Nl�W 2M X861 w _...j z_= . .r — — co -7 9 -3 2.0 7' ............... A-Arl? 771 77711 i 11 '1 1 1 1 Fi 7=—I 11 17 7 711"77 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 77 ---------- .....................................__........................ ............................................... ............................................................--- ............ .................................. ................... ............................................ ................................................................................................ ..... .......................................................... ........................ ..........................................­­­­................................­­­­........................................................ ................................. ......................... ....... Z_ OK EXISTING ROOF STRUCTJRETO REMAIN. ..................................... ................................................................ ... --._..__.._._..--- NEW ASPHALT ROOFING SHINGLES SEESPEC ........ ..............................._.............................................................. .............................................. ....................... ...................... 1EXIS I ING RUUF STRUCTURM LEVEL TWO RCP N EW ASPHALT-RO"G S H 1 IN G ..............................................................................__........................................................................................ .......... SCALE: 1/4" V-0" SEE SPEC .........................................................................­.................................................................................. ................. ................................................................. .......... ................ .................................................................................... ............. ......................................................... ................................................................................................................................... ............................................................................ ----------.................................. ...................................................................... ................................................................................ _............................. PROJECTADDRESS: ...........................................................................­....................................................................................................... ...... ...... ..................................................... .............................................................................................................. ........ —--------- .......................................... .................. 555 Three Waters Lane I East Marion, NY -—--------------- .. ........... .......................... ...................... ---------- ..................................................................................... ................................................ —----------- ..................................................................................................................................... .................................................................................. ............................ .......................................... S�aG0�A ........................................................................................................................................................................................................ ................................................................... ................ EXISTING WALL NEW WALL 7'7, 04436 ............................................................................................................................................................................ ........... ................................. OFN WINDOW ............................................................................................................ ............................ ............ DRAWNBY.� Author DATE: 111112024 4:23:41 PM DOOR ................................ (SEE SCHEDULE ON SHEET X-XXX) SCALE: As indicated DRAWING SHEET NAME: OVERHEAD AND BASE MILLWORK ---------- (ALL MILLWORK TO BE CCNFIRMED FLOOR 2 CONST PLAN VIA SHOP DRAWINGS) 11 WALL TYPE TAG LEVEL TWO CONSTRUCTION PLAN (SEE WALL DETAIL SHEET A-800.00) SCALE: 1/4" V-0" DRAWING SHEET NO: ROOM ROOM TAG PL2 101 D /y\' $SIG 0 S/C 18/T (4L ED GA4 0 1) li ( 2 -3 .0cv Lill 5 7 D A&4�V E U) A A 40% Aml U 1100 i ARCHITECTS: a EXISTING WALL 1 U LS+ NEW WALL 3 5>06..-06 E ELMAN WINDOW 6 ADDRESS: DOOR (SEE SCHEDULE ON SHEET X-XXX) 05 - - 25235 MAIN ROAD CUTCHOGUE NY 11935 U 631-734-6405 OVERHEAD AND BASE MILLWORK 4/12 SLOPE 4/12 SLOPE CONSULTANTS: ---------- (ALL MILLWORK TO EE CONFIRMED VIA SHOP DRAWINGS) STRUCTURAL+SEPTIC ENGINEER: WALL TYPE TAG ASPHALT ROOFING ON 3/4" PLYWOOD, I FISCHETTI ENGINEERING (SEE WALL DETAIL SHEET A-800,00) HOUSE WRAP, ON RAFTER PER PLAN. 1725 HOBART ROAD SOUTHOLD, NY 11971 ROOM ROOM TAG 101 ...... ............... OWNER: Provenzano 555 Three Waters Lane 4/12 SLOPE 4/12 SLOPE East Marion, NY ROOF OVER ROOF OVER REVISIONS: ZBA FILING 5.25,24 ROOF OVER ROOF OVER BUILDING PERMIT SET 11.1.24 4/12 SLOPE 4/12 SLOPE NEW HALF ROUND GUTTERS PER PLAN PROJECT NAME: tREPLACE GUTTERS WITH HALF ROUND GUTTERS 2 AT EXISTING HOUSE 4/12 SLOPE 4/12 SLOPE C) "3 2.0 PIPE TO NEW DRYWELLS C) Vol/ LLJ < -352.0 L C UP 4 ---A�U tLj LL >- C) CD < C) C3)-- Z: X Uj EXISTING ROOF STRUCTURE TO REMAIN. NEW ASPHALT ROOFING SHINGLES > --------------------- PROJECTADDRESS: EXISTING FIREPLA E 555 Three Waters Lane East Marion, NY ARC JEAA/V 04436 OFF:IN .................... ........................------------......................................................... DRAWN By.- Author DATE: 111112024 4:23:48 PM SCALE As indicated DRAWING SHEET NAME: ROOF CONST PLAN ROOF SCALE: 114" 1'-0" DRAWING SHEET NO: ........................................ Aml 02000 i i ARCHITECTS: NOT IN SCOPE SAMUELS+ O DOWNLIGHT STEE (SURFACE MOUNT) LMAN i C� DOWNLIGHT ON SENSOR S (SURFACE MOUNT) RRECESSED LIGHT FIXTURE — — — _ — ADDRESS: I 25235 MAIN ROAD C'/� SMOKE DETECTOR ! \ CUTCHOGUE NY 11935 631-734-6405 I O CEILING FAN -�- CONSULTANTS: 4 / �v� STRUCTURAL+SEPTIC ENGINEER; / FISCHETTI ENGINEERING L1 HORIZONTAL COVE LIGHT CHANDELIER 1725 HOBARTROAD d / I / � as.- (SPECIFY VIA SHOP DRAWINGS) / / _ — i — — — SOUTHOLD I ' NY 11971 I / I _ — — _ — L2 HORIZONTAL SHELF LIGHT s .ems .® �.. �. I (SPECIFY VIA SHOP DRAWINGS) I �1 OWNER; S ROLLER SHADE ` GARAGE H 012 \ Provenzano 555 Thee Waters Lane ! //_ /:�`,•/ /1J SOFFIT LOCATION East Marion, NY 1 I (CONFIRM DURING CONSTRUCTION) i I � # DROP CEILING DROP HEIGHT I \ \ REVISIONS: r 1 ZBA FILING 5.25.24 I �® DATA/ETHERNET OUTLET BUILDING PERMIT SET 11.1.24 (H=NON TYPICAL HEIGHT) l _ _ — — — +� DUPLEX RECEPTACLE I __ ._. _........ , _......-------�-- ---------------...._... _� (H=NON TYPICAL HEIGHT) $ GFI GFI OUTLET , $ (NON TYPICAL HEIGHT) / Washer 220 L Dryer ____ _ PROJECT NAME: 22 VOLT OUTLET i ! I a ATH- /' r � �; ---- _.i........_L.......... .._ ;.......1—.._J..................�........... WET ZONE GROUND FAULT CIRCUIT i 1 Og HAL LAUN '— �_ $=W INTERRUPTER RECEPTACLE 107 I F y- - - \ I II n__ II II II ( QUAD RECEPTACLE REROUTE / -60 �I—I / 11 u I r I II I I PANTRY _--_ (H=NON TYPICAL HEIGHT) WIFI CONNECTION / / _u.._--a---- -JI TO MILLWORK / $ SWITCH(VIF) ABOVE BARUF / I LL=--- -- ----_ 1 O L I li $D SWITCH ON DIMMER(VIF) _ ~- r I I u 60 \ II - ---- .. .............. .. _.._...._I...._........_._..I_............: ) r... $T THREE-WAY SWITCH -.; --- 8�- - --1!..... u - -1118�. .' l. ..DIN � I I _................. ......—....._............... ................ ... --- _ _..... LED $D$D $ \ INT INTERCOM \ ` I 4 / � r--------------- - 1. H (H=NON TYPICAL HEIGHT) / DI ( _ / /I HEADER CLAD IN OAK q -- _ __ - 1I 3 _ I . I � THERMOSTAT I, 17'�TT El HEADER AT 8' I -_ - i REMOVE PENDANT L�+'Juj C T H=NON TYPICAL HEIGHT nr CLAD IN OAK i i— MOVE OVERHEAD LIGHT I LIGHTING I Qa �H ( ) I \......_-- SPEAKER o + I DINING i - - REPLACE -(�H (H=NON TYPICAL HEIGHT) HEADER — _ 11 ' CLAD IN OAK = / I EXISTING 003 I o + c.D ---- -- ---- ------ -- r ----SPEAKERS7- -------rT-------- -------- T. ...__._ I I I I AV/ PART I� \ M � - I r I WITH NEW I ( I ILu H (H=NCN TYPICAL HEIGHT) _ \ I I 1 1 I I I I I I l 5,j I I —� --- ----- ------------ I I o I I I S — -- LJL A o SECURITY KEY PAD \ \ �_ D....D \ `H EXPOSE CEILING i i i i / KI CHEN I _-.........._-._......_..--- ---------------- — I NEW BEAMS TO MATCH I I I I I EXISTING HEADER I REFLECTED CEILING PLAN LEGEND // M. BED (j $D i i EXISTING i RECLAD IN OAK i 002 / o 111 \ —; �.... __.i' _ _ — __.. ..._I f/ i i I I ......._........._.....1--- Sic ge l j etF CD c4 .— ........... ........__.. Vent ld L�I p I o -o =�EED_ PROJECTADDRESS: I �� �--I REMOVE FANI EXISTING DROPPED 3 -4 I I I I 1 1 I ! I I --- - I - --+-+-I CEILING TO REMAIN 1. G.C.TO CONFIRM,ALL ELECTRICAL(POWER/DATA/AV WITH FINAL / I }......... I I I I I I OWNERSHIP APPROVED EQUIPMENT SELECTIONS AND MANUFACTURER Al WI, WICK _ \ -- 555 Three Wafers Lane �- r ~ -r- — -- i CUTSHEETS. ARCHITECTURAL POWER PLANS FOR REFERENCE TO � � r-. -, �I I , - �`\ ---�—� East Marion' NY DIMENSIONS ONLY,NOT FOR CONSTRUCTION. CONFIRM POWER 114 113 —J ----- \ I I I I REMOVE WIFI CONNECTION REQUIREMENTS WITH ELECTRICAL ENGINEERING POWER DRAWINGS AND — _ 6011 I I ! 1 \ \• TO REROUTE TO BAR MOST RECENT NYS ELECTRICAL CODE. .._.__.- ..._....._-___...._................................._.-_............._..__.._._..----_---................._.................__.___.._..........._......... RECENTER LIGHT I I I I I I I I LIVING R 1 1 REPLACE FAN _N A�'C .._.__. J. 1._.__ .__. ——-. —l_1. _._._.._..___.._._. L_L__._. _I...._..I._ ._ _. _.._. .__ GENERAL UTLET HEIGHTS AL 2. OUTLET HEIGHTS 0 BE CONFIRMEDHN FIELOD;TKITCHEN O;UTLETR00 HEIGHTS � --- - _- 006 . ..........._.._ _ ..... .. . ....� - \ WITH LIGHT G\��\N�3�NS�'�i��',� 39"AFF. /S .....__....._ RECLAD BEAMS / Li IN OAK.SEE SPEC 3. CONFIRM ALL FINAL AUDIO/VISUAL LOCATIONS WITH OWNERSHIP. r CONFIRM ALL INTERCOM REQUIREMENTS WITH OWNER PROVIDED A/V OFFICE — — - CONSULTANT AND BUILDING. _ — -- 60 _ _ — r 109 601 _ ` -_ -- 60° — sTgT o4436 4. EXISTING OUTLETS TO BE FIELD VERIFIED. E -- - -- __ / FOF N�N'� 5, LICENSED ELECTRICIAN TO EXAMINE PANEL AND PROVIDE LOAD LETTER $` D D _.__...._.._..__._-._._._—._.._...._....._____..___..._................_...... $ / DEN PRIOR TO THE START OF CONSTRUCTION. - l 6. AFCI PROTECTION FOR ALL NEW GENERAL PURPOSE RECEPTACLE BRANCH i W �. II S/C 005 DRAWN BY. Author CIRCUITS PER PARA.210.12 OF THE NEW YORK STATE ELECTRICAL CODE DATE: 111112024 4:23:54 PM AND INDICATE ALL NEW GENERAL PURPOSE RECEPTACLES SHALL BE SCALE: As indicated TAMPER RESISTANT TYPE AS REQUIRED ELECTRICAL CODE. DRAWING SHEET NAME: 7. ALL LOCATIONS TO BE CONFIRMED BY G.C.AND ARCHITECT AFTER ( ---- DEMOLITION. 8. ASSUME ALL OUTLETS ARE CENTERED ON WALL OR EQUALLY SPACED ON , FLOOR 1 RCP WALL. ;i LEVEL ONE ELEC PLAN SCALE: 1/4"=V-0" DRAWING SHEET NO: AL is A=2 UJ% 100 i I I ARCHITECTS: • a b . c . SAMUELS+ I I I STEELMAN . I 1 I I I ADDRESS: I I :� I .-.... ........_......_'-.... -.- ......-------........... __.._ ................................. _._ ....._............. ._...... .................................... _....... ..................--................ ......... _..............................._. .....- --'---..-..-'- - ASPHALT ROOFING ON 3/4" PLYWOOD, ----------- --- Level R 0 ---- ----�----- - 22'--8" CUTCHOGUE NY 11935 HOUSE WRAP, ON RAFTER PER PLAN. 631-734-6405 I I 1X6 PVC FASCIA BOARD _- ----- NEW ASPHALT ROOFING ON EXISTING .• I CONSULTANTS: NEW HALF ROUND GUTTERS ........................ ROOF STRUCTURE PER PLAN - - - - - -. - - - - - - - - - - - - - _ _ TWO 1NG Level CEILING +SEPTIC ENGINEER: FISCHETTI ENGINEER 5.5" V BOARD SOFFIT __._-- AD SOUTHOLD, NY 11971 .... . -.................. ...... ...........................I... ... .. . . . _. . . = CEDAR HORIZONTAL SIDING .. ... - ....... . . WO:a0"H,32"W o . ......... .. .............. .. 1 co ON BLDG. PAPER ON 5/8" PLYWD - . -- -- - I OPEN:19.7 SF I SHEATHING PER SPEC --------- --- . .. .. NEW CLAD WINDOW W/GRILLES .... .... -.. . .. ...... .... . ................ . ......... . AND 5/4"x 3" CASING & 2" SILL Level LEVEL TWO Provenzano - .. 1-. . . - _......- ...................... I. .. . 2, 101, • .......... ........ . . Lane - - - .__. ___ _... _. ...- ... . - __ .._ _ .._........_.......... - - - LAN 4 _CONSTRUCTION P East Marian, NY _ ---. _.... __ - — -- - - --- ' - -..._.._..--'-'-- - ................- . . - NEW WD NEW WD - - ----.._.-. _...... --..........- -- - --- - -� - — .. . ...- . ..... I .... ......+-- .... . ... .I ..... ..... Level CEILING L EL REVISIONS: ..-'---' _......... ---- __._... 91 2" - -._.... ..._..---- - _......__. — _ ...._ - 1 ......................-.....-...__.--.. .... ....... .. ......................__... . .... .... . . .....-- .. I _ I.. ZBA FILING 5 25 24 ...........-................. ........................ ...........I.-11 ....... .................................................................. ..................................... .._-........................................................................... .. i .... ......................-......I. .........._ . ..... ......-- .. .................... . .__._..............-. ... . . --- ... .... . ...... _ i . .................. .... .. . ....... .. . _. .. . 15 _ -- --........_.—....._.__ -- -- ---- ---...--- BUILDING PERMIT SET 11.1,24 —°°--00----.----.---------_ IH� = _ . . DOOR WITH co LA _ I ............................................................_........... ... . . I I. _ 5/4" X 3" CASING Level ONE CONSTRU - -'--- --. I - - L CTIGN AC CONDENSER °° �` G DOORS AND SIDELIGHTS PLAN ............... I-I. .-. ... N -------........----........._...-.-...._...---- —..__ 1 m . .1--._.__............_._ .__-_- . ....__.....-.------.....- _ { N u) N � _ NEW CLAD SLIDIN - 1'-2 ......... ... .. I _ 41 !-'— _......_. { } WITH 5 4" x 3" CASING — — — — ............ — . ... — -� -- ..-------..--'-'-'---..- , , '' — — — — PROJECT NAME: -... Level SITE PLAN . ... . _.... ............ _.... . ... .I...... ... . ............ ..... . — — — p... . il ... - . .. ............ ,._........ . _ . ._. ........ ............... I - . ... , . T OWN . - !_._...- ! : ' ' .. NEW STONES EPS D TO GRADE . I ... . .. . . .. .. . . . ---.. - ................. _..._. _.__... ............... -- - _......_......._.. __.._ _......- -.._...._ ..... _.. -............. __._._ _. _..... ........ ._--.........._. ._ ...... .. --- - ----- -....... _.... __. ....--'- .._._. . _ _ . __ �_ ___ _.. . ---- -..._ ...- . :-----... __.. - _-- -- - - -----. _ -- -- .. ...'-' -'--......_�_ : ..._ ..._.... .�_. _._. . : -- - . . . - - --- - --- --- ----'---...... - . . .. .. . ... _ .. ... . . -- -- - : . . ... .. .1..... . . ... ., ; ; Level CRAWL SP C .... of .. ... . ...... - - .. 3 0 I. I . . I .. . . . . : . . : : . . . ... . . . : _ _. 1. . . : : : . .............: .. . . . .. , . . .. : ........ .... ....... ....... ........ . ...... . . : : _ _ _ ..... ............. ... . . I . :. _.. .. . _ .. ... ' . .. . . . : : ..... I. .. . .. . . . . . . . . . .. : . ... Level FOUNDATION ! , .. .: -I _ ! _ - - - ._... - - - - - il : 7 0 .................. .. .._ . . .... : . I . . . . . I . -_ I .j 6 5 4 3 2 1it< 1. I e.0010"- <c North Elevation i I I I uj :�> SCALE: 114"=11-0" I EGRESS WINDOW EGRESS WINDOW' EGRESS WINDOW EGRESS WINDOW I I WO:27"H,31,61 WO:2TH,31.5"W WO:2TH,31.5"W WO:27"H,31,5"W I I Iuj OPEN:5.7 SF OPEN:5.7 SF OPEN:5.7 SF OPEN:5.7 SF - --- EXISTING STONE - - _ _ _ _ - - _ _ _ - - CHIMNEY _ _ _ _ Level ROOF ASPHALT ROOFING ON 3/4" PLYWOOD, : 221-8" HOUSE WRAP, ON RAFTER PER PLAN. I I - - - I I I I NEW ASPHALT ROOFING `� 1X6 PVC FASCIA BOARD . . .....I. ......_......- - ..................... ... : ....... . :Z� I ON EXISTING NEW HALF ROUND GUTEERS—---' — ...... — — — — — — — — — - — — — — - — — — — — — — — — ILING TWO ! gl . .... . . ... — — ....._.. . . — —. . ................ ........ . . ... —. ... — —. . ....... 1 81 211 evei E `J I - -- . _- _..__- . .- __ I I _... ........ . .............. I CEDAR HORIZONTAL SIDING .-. ...... . ... ..I. i ON BLDG. PAPER ON 5/8" PLYWD M -. . - PROJECTADDRESS: �.4 SHEATHING. PER SPEC _................. ... ........ ......................................:::: ...-... . . ....1.....I............... o 0 I I _ I -.. F ... I . . j .. . I I Lane , _ L__.__ _. _. I �1.,-E-::�I ..._ .....___::_:_:::-_ --............. -=--- _::___::- = :_ ::�._._._.......- _- _._._.. _ East Marion, NY Waters555 Three 1. ..._.......................I.................. - .... ......, . - N .. ._...... N I . ........ . . ... N J . .- N J N J __._ ---..----.._......_.._..---..__...._..----._..._..._..._..---'- ......._ .. . - V - .. . ._--- — _. .l __........ , — _. .— ._.. .. ._. . , . _. N .............. ... ... ...N I ._. .. N .cn................... . ......__. . .N _. . N .. . .. ... .. . Level LEVEL TWO . --- .....--.................... ...- ...........__..__...._.._.._ _ _...._.._._. .—....._.....-----J ._. -- - '----..._........_...----"-'------... __ __._........_.....__ ___....--- ....._._ ._.....-----......_...._ _.._......_....._........... I..._... ..... .......................... __.... ................._........_..... __... I ............................ ...... ---._.._..._.._...--- - -----......... _. _.._..--'-'--... .... __....- ------....._.._..--- --- -...........__......__ = CONSTRUCTION PLAN 1X6 PVC FASCIA B O Af7 @ - -- --- - ._........_.........._----------.__..---._.... _.._..-- -.._.._._.._-._.....---._._............._... -................._......._....-_ - ---- ----- —- - - - - - - - - _ G LEVE L ca`5�N gN s�'i�� I . ........_---- ......... . ..........i .... . ...—.......... ..... . .. ... .....I............. _.. . . ..... ......... ......... - 4t,--- h �'.� 9 2 Level .. --....... ._......__--................... ... .................... .............................................. ... ..... 11 ' -'-'------'-'- '---._-'--_.t -.--.._ _.......-- ... .._. . :..................._........., NEW SCONCES --'- - ... __ I _ - . I { .- w cn I IPC I I -__......................_.........::._.......___:.._..__::_......:.:..........._.I. ....._..__.__......___._.._:___.. I .................... . 11, . i . ..........:: .... ....:.... .. ........... I .. . —'-'-' . ---.._._.._'------- ------.-..._._.__._......__- ------ NEW CLAD WINDOW W/GRILLE S ..... NEW CLAD SWING DOOR WITH ! D 5/4"x 3" CASING & 2" SILL `o o - : 1. _ .. , 5/4 X 3 CASING _ I I «a oo �'T 04436 ........................................................... , 0 ....................................... ..... .....................FO..................... . ... c� ��FOF NEW U .V.... I - - .......................I- I I _ I _ ........ ► .:.:::.:.:. :.:..: .. - ... ............... .. .. .. . -- . _.. ............................. ....................._.............. .. ... .... .................................... -- ... ............. . ... . J o0...... . 00 . . ...I.....-......I . -........--...........-................. ....- , u "' . _ - Level ONE CONSTRUCTION DRAWN BY Author N CV WP OUTLET - --'--.._...._._=- - - - - - - - - - -PLAN f • _.. ------- --=;-'—P---'-..____.v__._._._—_..._.�._.,_.F......,.._.. _ - ' ->- .... ._...-_.... . - ---.--- - c� �, �„ - - 111112024 4:24:01 PM . ..,..< .- .,k . ., ., _. .. Level SITE PLAN — - -'—__.__-- _.._— r _ ---'---..—_ — , � : . ................. ........ _.. _ . — — ---...._._._..r-.. ............_. _ . " ! I II I _ . . I I 0 - I.... . I ... . --'--'' I"' { � SCALE• 1/4 1 0 I . . { --— - — --- { — I - -, { r_. I. I ---.._..... _.._._.... -----. ...---.._... . ......__....... -'- - ___._.... __.. . . I � r :I _. DRAWING SHEET NAME ..... , I I1. . I I --[ I--...........: : ---'- _....... I i ... ! I._... NW A ........., 1 it i { I....! ! ............ I..:................ ........._........ I........ i ! , _. �...... ! ! - : { i l'..._.. i I �� . 1 _... Level CRAWL. ,� - --�� ._ , FOUNDATION SIIALL� _ - = SPACE _........_ _.. - - : I _....... _............ I...._.....__ _.._... _......... _. __.... I ( li ! ) I ; ! I 3 0 _.__... -._. __ - . .._..._........ ...--- - __..._... _ ! i. , ! li .... i I . I I I _ , I __, ELEVATIONS . :_._.. r__....... l i _ I I ! , i... . .. ... :...I.._._ .._, : .. I I .................. I : : I .. ............... _ � I ! .. I { ........ : { I II I i _. _ , I. I I _. I ) I3 ---I _....._.. _._ __ : , ; , I III 1 1 II i I . . I I I . ( : _....._... ....._....._. ........ .. _.. ... ... .. ... ......... .... .. ... ...., ....: :.. t ..... ..... ....i I................. % I I ! : ! i I . ........ .........__% I . .JI ! !........ ...... I �(...... ._. �: : . ,� .. ._..-.. : . i:( I- . - Level FOUNDATION T: 1�::�::::::::.::-.:1 1 !::::::::::-:��::::1 ! !"�::+:::::::,:-d � i-�:�:--�-���:I I i--.-��:::",:1 � -- :-*.... I �:�:�:�:�:::::::::1 1 , .... `-1-� __...._.. ' � i I DRAWING SHEET N0. i i I .._...__ ::::, � fl _ _..._...._._... ...._............. ............... ............... .__._.......... ..__........_.. ._._._.......: t_...._.._.... : : . ..... s _. ......... ................. ................... .................. .........— I . . . . ri % , : . .............. ......... I L................. ; ,. ....... : : :............... . I III I : { II I , I I . . I . . . . . . ! I I I 11 { I II I West Elevation 2 SCALE: 114"=1'-0" A=3OOmOO I i ---- - - : I I ARCHITECTS: i . 1 ! I : : S A i!i.II I1I ..'L...::...+!.....-.........-.....-..I F1D . �.... . ....I. . l. I I �— �- .. ........ ......i . "..+:-..."�.+.....+......�-..i..i. ..+.' — , �- z -. .-...,.......-....a!:::::.tt:..R � � —. -_ .-....-+��. l .. .- .+..-:...........Lr:7.:z:I.:...:I -1Iz1;::itzz! . ..�..:..� --. I............I...-.�:....i:i.i4:-: . .. .. ...1 .*"..-... ) . * .­ +� & �. �.C : .... � --'--_--2--11 _ 0 - -..--..D. ...H- H1 E ..-E=EM ':OM0�pom :L .1 Iw& mo.1mem L1f - - 4I�0'aI'h %. O-I 1 E - I�. M u I"- O%0dur1mk<��mJ1 16lU9mr.a"m1d 1d.ml9*mft�-1mWV wu>.'A.�m0.Mm mmt0Mj*1mftft"1O��0 - ' N I - JII1Ii;i1 I I I Ib a . LS I E ii ...... ....... EXISTING STONE ............... ............... - -- HIMNEY ----- - ------- . ..................--- --- -------------------- ---- ------ -.. -----.-... .- - ---,-' ----. - --------,- --- -........------..Ley.e1R---.-- ADDRESS:1 ..- ] I I 22f-811 --1.................. ......... - I = 5 5 MAIN ROAD ........... .. .......... ...... CUTCHOGUE NY 11935 ...--I* __.1. 631-734-6405 I - --I- - 1 - - - I - - Level CEILING 79 i- - - - - - . ---]. ..... 18 -2 CONSULTANTS: i ..... -... . .............. .........L --... STRUCTURAL+SEPTIC ENGINEER:1 FISCHETTI ENGINEERING ROOFINGNEW ASPHALT ON EXISTING -j............-I........ . I = 1725HOBARTROAD ROOF STRUCTURE . 1IrI 1 - .....I..... -1,7-1 1 SOUTHOLD, NY 11971 . . . ........ ................ ............... 0 .. ----.I Level LEVEL TWO NEW HALF ROUND GUTTERS ......................................... _ I CONSTRUCTION PLAN OWNER: --........ 1X6PVC FASCIA BOARD --.... - --...-...-........---.-................................-1--.................:..:::.......................................................................................=-=� .... ...... - - ..-I-11".. - - - - - - - - Provenzano CEILING LEVEL 1--- - - - - - - - - - - - - - — - - - - - - - - - - 912 ee Waterf Marian, NY La -- � . ..... ----.. ne NEW SCONCES I-- - . ....-- - -.'-- -- -.. ....... 11 -7- - ,�\ 1. as CEDAR HORIZONTAL SIDING N REVISIONS:ON BLDG. PAPER ON 5/8" PLYWD ----­4r - -- I , I ---- --4 -- -. . -- . . I - - -- / . -.--- SHEATHING I 1. 1 = ZBA FILING i --...-.-- 1 - - ......... ..- c 5.25,24 NEW CLAD DOUBLE HUNG WITH ! m . - : : - - 60 BUILDING PERMIT SET 11.1.24 5/4"X 3" CASING F- - 1= +*+ .-- , REPLACEMENT PICTUREWD - c? - ' I co L17 ........................-...................... ------ 1I Ci 1.11 -1.-... -..............- ... .....-. ". '-+--....�...:�............ , � N w -, : N - +++ evelONECONSTRUCTION .......... . .... .-. -- ........................ -.-.--...-..-.-..................--.----...........---------- .................... - - - PLAN I � - - V2- NEW STUCCO AT FOUNDATION - , I ; -----.-.....--------....-.-..-........---.-...--.----.-.--- I STEM WALL � 1 I I �i Level SITE N� : . P �f I f .:.. I .. ........11.1... ..- 1EXISTNG STEP AND PROJECT NAME I I i : 1 - , t I.... .1.1- . . . I I 1�I : ! �I . : i : ........+ � .. �... ..- .. .......- � : . : !-. I . : .- i . � .. I I 1I I : . — — � — - - - ..— — - - - - - LevelCRAWLSPA i + . -� !! 1! CE .. .. : 7-- --- = - - - -- -j 1 I 1: I I -=- --... -..-... ......... ... .-.............. ...�....�7.-.--­7 ...........!....... -- : .........-...' ............ ....................-.. -- -. - ' .....-....- ...... 4 . . _..� . r - 77 : . . : : : I : : . : : . I 1 3 0 . .. ..............- ..I. . .+=+ 1. I : t I. I . . . I . . .- 1 . L— —— i ----_ - . . .... ..: : ..-I I I; : I : _ . .. : ; : I I I I TI. 1 It i!. �+-. _- ..- ........-.. .... --......... ..� ..... ...., .� ... . . . : ...II... ..I 1.� I: I I I I+-- . . : --- -- -- ---- I I . � -- - i- - .... I . - - — . ----- ----7 -- ' -- -- - . Level FOUNDATION - - + ...... ..... ..I...... : �- ,..... I ........: -, I .I. ... ....i : . I . . . . .......... .... .... ........ ........ .-. ......... . � -- . ... - -- -L . � -J - - ... I - - .: ... 1-11-. ' ' .---. . - - . - . ...... - - ............ -.....''..... . 1 . . . . ... . ........ .-..... ..... South Elevations SCALE: 114"=V-)" - 1 2 3 4 5 , 6 Ii 1 1 1 1 1 1 EGRESS WINDOW EGRESS WINDOW WO:2TH,31.5"W WO:27H,31.5"W I I ASPHALT ROOFING ON 3/4" PLYWOOD,OPEN:5.7 SF OPEN:5.7 SF - - - - - - L — — — — — — — � - HOUSE WRAP, ON RAFTER PER PLAN. - Level EP91 221-81 NEW ASPHALT ROOFING ON EXISTING I I I I ........ . .. - I I NEW HALF ROUND GUTTERS ........-I........... .. .................... ........................... ROOF STRUCTURE IX6 PVC FASCIA BOARD ''.......... ...... ..................................... ......... .- - - - - - - - - - — — - - - - - - - - - - - - - - - - - - - - - NGTWO - 181 II — I ...... . - . ------------- ....... ... .......... ..... . .......-..--.-F----- ... I --.... -- - --- . - . EWIWD E�WD N 4W �E WD E... NEW CLAD DOUBLE HUNG WITH PROJECTADDRESS: 1 . . . . ............. . .. I 5/4'-X 3" CASING ................................ ... g ......."....... - - ....- u) 555 Three Waters Lane I I- 1- -- 1.-- -- I I ffi� 1 I East— CEDAR HORIZONTAL SIDING Marion, NY .. -- ..-+ .- . . ON BLDG. PAPER ON 5/8 PLYWD i - 1-- --11- �����- - -1 -111..----- 1-... " " c� " " ..1.- SHEATHING . . . .-I-- ---- .. - . .. - .1---.. .. --.---- - ... . -.-. - . I -I -I --- I --............. . - - - +-.................. 1+11.11.1.1.1.....................-. ............. N 1. I. .............. N NI.............................-.-- N - - " Level LEVEL TWO -- D ..----- i - - . I - - -........ - - - - .- _ _ _ _ _ _ _ CONSTRUCTION PLAN -.\ '� - .-- -1--.----- - - — - - - - - - - - - - - - - - - - - - - Level LEVEL - I -I -10A . 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STE EL 11 ! i ADDRESS: - 25235 MAIN ROAD I CUTCHOGUE NY 11935 631-734-6405 - CONSULTANTS: I-1 STRUCTURAL+SEPTIC ENGINEER: FISCHETTI ENGINEERING 1725 HOBART ROAD SOUTHOLD, NY 11971 .-.---.-.- I X PVC SOFFIT FOLLOWING -----.-.----.----- ASPHALT SHINGLES ON ........................------ NEW ROOF OVER STRUCTURAL /-----------,-,--------- NEW ASPHALT SHINGLES ON ANGLE OF RAFTERS UNDERLAYMENT PER SPECS, ON ROOF STRUCTURE PER PLAN UNDERLAYMENT PER SPECS, ON EXISTING 3/4 PLYWD. DECKING ON RAFTERS - SHEATHING AND STRUCTURE C6 (D� PER PLAN 4 3 2 EXISTING CHIMNEY 1 OWNER: CEILING JOISTS PER PLAN NEW 2X6 EXTERIOR WALL Provenzano . I INSULATION R-30 PER SPEC. GYP WITH R-24 BATT 555 Three Waters Lane I I BOARD FINISH. NO STORAGE I I INSULATION East Marion, NY I . I - ATTIC ABOVE REVISIONS: ___ __ - ____ - ---.---..--. . ................... . ............................ .......... */ ____ _­­_­­_____ - ­_­ ___ __­ ------ __­, ­_­­­,_,_______ ......... ... 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I -, ! � . i : I - -_: . __ -. ; 11 11 1*11 1 1 . '-­- - t=--: : :--- -.-1 � I I I : : : : � ; i : : : I - ! . z : i : : 11 - i ; 1 ; : : : : DRAWNBy, i : i i : : : : = ! = 1 i:�: : I-- I 1--i : � =i I . : . . . : i i : : : i I I I = 1_ -- .I_ -1 ---I i , :::::-,i i � =_� I 1--�­­1 I I , I I I � � I ,I z i -",-: t , I ' ... 1 ! --i i 1 I-i 1 1____i : -, �...!.] ...'_.�__I : =::--:- I -, 1 -=I 11 i . :__� 4 : : .: � �-, I' I. i i I ; I ; . I . � i i il 1 : i i Ii : 2 I- i I.-"-- I : 1 ; ; i.......*... DATE., 1111120244:24:45PM : .______....______.__ i SCALE: 318"= I'0" I i I SECTION 1 DRAWING SHEET NAME: i ...............-.-- I ----------- SCALE; i ! 1 3/8"=V-0` i . I SECTION 1 1 - DRAWING SHEET NO: I I. ,__ fi) -/--/ I ) - I /_ T 7 7> I/ i - 4 i i : I - � I 14 1&� I I I I ! i I I � ARCHITECTS: S A ELS+ LMAN ADDRESS: 25235 MAIN ROAD CUTCHOGUE NY 11935 631-734-6405 EXISTING CHIMNEY CONSULTANTS: - STRUCTURAL+SEPTIC ENGINEER: ........................................ ASPHALT SHINGLES ON b 4 3 2 FISCHETTI ENGINEERING UNDERLAYMENT PER SPECS, ON 1725 HOBART ROAD 3/4 PLYWD. DECKING ON RAFTERS CEILING JOISTS PER PLAN I X PVC SOFFIT FOLLOWING SOUTHOLD, NY 11971 PER PLAN INSULATION R-30 PER SPEC. GYP ANGLE OF RAFTERS BOARD FINISH. ATTIC NOT STRUCTURAL OWNER: jh Level ROOF Level ROOF Provenzano 221-811 221-811 555 Three Waters Lane NEB RR N�WR I I NEW ASPHALT SHINGLES ON East Marion, NY NEW GUTTERS UNDERLAYMENT EXISTING RIDGE BEAM PER SPECS, ON EXISTING REVISIONS: ATTIC SHEATHING AND STRUCTURE ZBA FILING 5,25.24 BUILDING PERMIT SET 11.1.24 Level CEILING TWO NEW CJ SEE PLAN 181-211 181-211 ....................... NEW STRUCTURAL RIDGE BEAM. Al SEE PLAN FOR SIZE .................. . - ............................ ................ .................... ............- ........... READING G(PBD.. RD FINISH SPRAY FOAM INSULATION R-30 ................. ................................................ PROJECT NAME: BETWEEN EXISTING/NEW RR/CJ --------- F-7-:_-�c�7— ATTIC .............. 60 -—-—-—-—-—-—-—-—-—-- .......... ................. 4Q' EXISTING ROOF OVER PORCH — HANDRAIL TO CODE 2 ............. ............ Level LEVEL TWO .......... .. ......................... ATTIC ........... Level LEVEL TWO CONSTRUCTION PLAN > .................... ............... ................. ............. ..... ............ ... .............. ..... ......... ................................ . ........ .................... CONSTRUCTION PLAN -101.-.2" 10'-2" NEW FJ EXISTING CJ mdoo� Level CEILING LEVEL J ---L Level CEILING LEVEL AIL ........................................ 91-211 9'-2" STAIR cy') r 000 ........... ..... > F ........................... ......... M, BED WIC ............ uj ENTRY KITCHEN 80 01 002 !I I i 111 114 I _ ._.. ........... ®® 00 71� NEW STAIRS Level ONE CONSTRUCTION Level ONE CONSTRUCTION .................- .......... ............................... .......... ........................ PLAN .. .................. PLAN 11-211 11_2 211 EXISTING EXISTING FJ AND INSULATION Level SITE LAN 'Level SITE PLAN Oil Oil .................. ........... ........... ................ ................ ................... ............... ............. ................... NEW COVER QLnw Im ........... ............ R 19 AND GYP BD. NEW INSULATION ............ III .qq. ............. w EXISTING CRAWL SPACE-' EXISTING CRAWL SPACE ' ............ 60 .4 ............ .................. .......... ............. ................... ................. ..........- .............. . . ................ iii PROVIDE ACCESS INTO NEW CRAWL SPACE ............ :wq:wpw::wwww. ..... ............. ................ Level CRAI VL SPACE FROM BASEMENT . .. .... Level CRAWL SPACE PROJECT ADDRESS: .......... .............. ................... .................. BASEMENT I....... .... ....... 7 7� .............. EXISTING SLAB+ ............... ........... ............... ............... . ..... ............ .................... EW FOUNDATION WALL . ............. . ........ --3-oil ................. ............ AND FOOTING .......... ............. ............. ............. 555 Three Waters Lane East Marion, NY ............. ......... ............... ---- ........... ............. ............ ------- • II ............ 4 TI . ........... .............. . .1 t ---I I i�----:t ................ ............. .......... . ....... .......... I . i I :................. ......... 7— ........... .................. .................. ................. .............. .................. ............ .......... ..........r.I ............. ........... ........... 11 AND FOOTINGS ii1 1 11.1 : .;.............i.1 .................. ................. ................. .......... I-—------- .......... �J ...... ................... ........... ......... EXISTING FOUNDA ON WALLS ............ ....... OTINGS- ............ F1 I' I I I I ........... ............. ............... ........... .......... ........... i NEW X4 WALL WITH SPRAY ............. 2 D .............. ................ A& 1:::.+:+::... J t4 . ..... ........... Level FQqDATION - t 7 1, 1 11 � i........... ..................... ........................... ...................... ............ .............. SUALTION R-24� .................... ...... ................... ................. -71-01 x9. ............ ................... ................ .......... .............�1 ............ .............. ............... ............. w. EXISTING FOUNDATION WA LS .......... AND FOOTINGS .......... .............. ................... U) .................. ............... ............ ...... ............... .............. ................. SECTION 3 ........ ......... ................ ........... .............. .............. ........... ............. ............................... Z --�- t i ;..� I.......... ...... . ............ ...................1 h ........... ................. .................. ........... 1 ::'' 1 -- � ......... ................... ... ....... ....... .......... SCALE: 3,18" f-O" ................... III ............. .......... ............ . .................. .................. 4C�b ............... N mw.— Los.: a ................. ................ .......... ............................ .................... ................. DRAWN By,- Author DATE: 111112024 4:25:01 PM SECTION 2 SCALE: 318"= I l=0" SCALE: 3/8" 1-0" DRAWING SHEET NAME: ...................... ............... SECTION 2 + 3 DRAWING SHEET NO: qR/S 1 < Am 30ft5 0' 0 0 ARCHITECTS: SAMUELS+ STEELMAN ADDRESS: 25235 MAIN ROAD CUTCHOGUE NY 11935 631-734-6405 j CONSULTANTS: STRUCTURAL+SEPTIC ENGINEER: FISCHETTI ENGINEERING 1725 HOBARTROAD SOUTHOLD, NY 11971 OWNER: Provenzano 555 Three Waters Lane East Marion, NY REVISIONS: ZBA FILING 5.25.24 BUILDING PERMIT SET 11.1,24 PROJECT NAME. 01/2" BLUESTONE T-01/2" T-01/2" TREADS z-4 I —..__....__.............. .� r j F I 00p, A STONE STEPS PROVIDE SOLID BLOCKING AT ALL SHEATHING HORIZONTAL i ° X 6 STUD WALL SEAMS AND DOUBLE STUDS AT WALL VERTICAL SEAMS PROJECTADDRESS: SIMPSON H2.5A HURRICANE CLIPS s" APA RATED STRUCT. 1 PLYWOOD 16" O.C. ON EXTERIOR FACE OF X 12" A.B.A B 48" Q C + 12" FROM SHEATHING W/ 8d NAILS @ 4" 01C 555 Three Waters Lane PLATE Wl 6- 8d NAILS EACH END EACH CORNER W/ 3 X 3 X " WASHER AT EDGES & @ 6" O/C IN FIELD East Marion, NY {TYP.} COUNTERSUNK IN TOP PLAT E y SHEATHING NAILED TO SILL PLATE ,� - 2 X � ACQ PLATE EFZED A&� 2X8 RR @ SLOPE AT 8/12 TERMITE SHIELD & SILL SEAL �`����E BEANF�� 4:� MIN. P.C. SLAB NEW ASHALPT ROOFING " NEW 11 Z8"TJI/560 F f x 8 -W1.4 X W1.4 W1lW * cn SIMPSON LSTA301 /4 WIDE � 18 GAUGE METAL STRAP @ 16" O.C. FLOOR JTS GRADE w/ 11-1 Od NAILS EACH END-TYP. 0443 --- TRIM BOARD 2 2 x 8 w/ - ,% ' 145 REBAR CONTINUOUS �rFOFN � .�`� ATEDGE w. . ���. ' �� 'ate , �```'�: T&G PLY SUBFLOOR 245 REBAR CONTINUOUS ; 2 PLYWOOD PLATEL 4 ,° ,� � ���,`�' --- GLUE +MAIL COMPACTED ., / X\1 2 f. '� f ,/\\ ° ,� �� ` /�> DRAWN BY. Author GRANULAR INFILL ' / e ` 111112024 4:25:10 PM '� DATE: EXTEND NEW PLYWOOD TO % >, ,\ , ,�`°`%� �; �� ;`;°°. 3 #5 REBAR d SCALE: As indicated EXTG. STUD WALL- MATCH /' x � � LSTA'15 1 Yee WIDE ` �EXTG_ SHEATHING THICKNESS \—SIMPSON �_ ' � , / X ., / CONTINUOUS ` j �, %\W ,,'' DRAWING SHEET NAME: 20 GAUGE METAL STRAP rx 16 O.C. ° w/6-1Od NAILS EACH END- TYP. ,� NEW SOFFIT BELOW ,e / .�r. f, X/ RR o X P.C. FOOTING ' � , r, DETAILS EXTG_ PLYWOOD SET ON BROWN SAND - EXCAVATE SHEATHING AND REMOVE ANY CLAYEY SAND , �,/\\'\ EXTG STUD WALL %\'�,�� �,�' �`� ! !�',�` x��`�� DRAWING SHEET NO: ......................... [-31 _ ROOF EDGE 1 F21 BUILD UP WALL DETAIL a FOUNDATION DETAIL A F U"" 0 0 00 ARCHITECTS: TAII D AD PATE IAND USE THE FOLLOWING APPROVED LISP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SAMUELS+ STEELMAN KING STUDS ADDRESS: • RAFTER WALL STUD • ENDWALL CRIPPLE STUD --f o BOTTOM PLATE — 25235 MAIN ROAD RIDGE • ' CUTCHOGUE NY 11935 • HEADER : ; LEDGER BATHTUB 6 DOUBLE JOIST 31-734 6405 SIDEWALL RAFTER CONSULTANTS: JACK STUDS 1 ST. ADS5 STRUCTURAL+SEPTIC ENGINEER: FLOOR USP NUMBER DESCRIPTION FISCHETTI ENGINEERING 1725 HOBART ROAD HOLD DOWN CONNECT TO i SIDE OF ALL CORNERS � SOUTHOLD, NY?1971 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION OCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZ USP NUMBERI DESCRIPTION APPUCA11ON SUPPORT EACH WALL RUNNIN PARAU�L WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH I(2I JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1 4 x12 20ga. STRA APPLY TO EACH JACK STUD ROOF LSTA24 1-1 4 x24 20ga. STRA PPLY OVER RIDGE TO EACH RAFTS 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER LEDGE ANCHOR WLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UN R P64RALLEL WALLS, PROVIDE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR PPLY TO EACH CRIPPLE STUD 2X1O LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER LEDGE BLOCKING 024 OC OWNER: WALL STUD Provenzano .�� THROUGH-ROOF EXHAUST 555 Three Waters Lane VENTS SELECTED AND LOCATED BY CONTRACTOR East Marion, NY METAL STRAP • CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD HIMNEY AS REQUIRED REVISIONS: RAFTER ZBA FILING 5.25.24 SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN F r ' , ' l ,, ' 4 - ", + ' ,. r SIDEWALL FLASHING VENTILATION WOOD JOIST BUILDING PERMIT SET 11.1.24 BLOCKING ---......_.._......_..---.._..-- -FOUNDATION - " '„ - ' ', TOP PLATE 2x4 LEDGER BLOCKING - - - - - FINISH WAIL AND MOISTURE STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WIND40W OOR OPENING JACK STUDS AT WALL --- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUM®ER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER S INSTALL 47 O.0 �'' SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24'F 1-1/4"x24" 20go. STRA AND JACK STUDS RESISTANT METAL MESH WITH MESH PROJECT NAME: N ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. ON71N. SOFFIT / EXT. PLYWOOD INSTALL 4 0 O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" -- 14" LSTA30 1-1/4"x30" 18ga. STRAF AND JACK STUDS GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RT10 0-3 4" x 1$ a TYDOVN ANCHOR CONNECT TO N ALL OPENINGS / ACTION / g ' EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 40 O.C. » » ONNECT TO ROOF VEN11LA11ON� OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36i 1-1/4"x36" 18ga. STRA AND JACK STUDS 8 - 12 RAFTER RT20 1-1/8 x 20ga. TYDOVN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL N ALL OPENINGS KEEP ROOFING NAILS OUT 2ND. FLO R W'ALL � OF FLASHING ROOFING LAPS BASE FLASHING 4 INCHES RAFTER /A \A\, RIDGE CAP OF SAME BASE FLASHING WRAPS CORNERS, EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT i WOOD JOIST TOP PLATE GIRDER/HEADER SIDE 'WALL FLASHING 1ST. FLOOR WALL STAPPING 'TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES SIDEWALLS WALL STUD FLOOR JOIST DEPTH USP NUIMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES Sb RAFTERSAS TO FORM DRAINAGE CHANNELS AND INSTALL 4 0 O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTAN36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION SP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" N ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER/PLA RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE THE PROPER STEE CONNECTOR. INSTALL 40 O.0 CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1�2" HIGHER THAN LVL HEADERS 8" - 16" MSTA�48 1-1/4"x48" 16ga. STRAP AND JACK STUDS PLATE/WALL SPTH4 TUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE, & REDUCE BUMP OUTS ION ALL OPENINGS PLATES TO EACH STU DBL. SILL PLATE • TERMITE SHIELD .,,.,.,.,_, _� SUBFLOOR SILL GASKET WOOD JOISTS TYP, CONC. FOUNDATION tNEOP CONC.6 MIL LABY _ GASKETN 2x6 /2x8 CONTINUOUS WOOD PLATE DAMPPROOF EXTERIOR GRANULAR FILL ' BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR .• ' •� 1/2 " DIA. BOLTS 0 48" o.c. STAG. PROJECT ADDRESS: V STEEL COLUMN 01 n CONC. SLAB ° d ° d 'o -f 1 p S<1 p ROOF JACK STEEL BEAM e p � � ANCHOR BOLT EMBEDMENT: // I M 555 Three Waters Lane COMPACT FILL POURED CONCRETE: 7" 4" x 1/4" x 8" STEEL East Marion, NY ,Q Vi i p r BLOCK WALL. 15 ° d ° n ROOFING LAPS TOP AND BOTTOM PLATE KEYWAY FOOTING V FLASHING AT / —_..._.._..._._.._---._..._..-.-.---..-.-._--- v C CONC. FTG. • ,Q,A • p' SIDES AND TOP WITH 1 O x 6" ANCHOR BOLT 4 USE WITH 3x3 SQUARE WAS ERS h : d ANCHOR BOLT CONNECTION (USP' LBPS58 OR BP583� 1/2 GROUT OUNDATION /8 DIA. ANCHOR BOLT G�5 JEA V r) � � REINFORCING BAR " 3" STEEL COLUMN ��RE�ARCy DRAIN TILE • ANCHOR BOLT CONNECTION UPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS SILL PLATE TO FOUNDATON " ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72 OC * < SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL /BOTTOM BEARING WHERE NEEDED FOR STRUCTURAL BRACING, ALL BOTTOM PLATE TO FOUNDATON 1-2 STORIES 57" OC s SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL T,9r �4436 �QQ OF NEw V •----SUBFLOOR CONC.X Oj10 WWM GQRaGE -DOOR FRAME JOIST COMPA T FILL D OR DRAWN BY Author DATE: 111112024 4:25:22 PM USE 2X8 STEEL BEAM -- 4" SLAB • FORBLOCKOUT SCALE: W/ 6X6 WMM SLOPE DRAWING SHEET NAME., P.T. PLATE 4" DRIVEWAY —00 NOTCH JOIST AND ADJUST HEIGHT ' 1/2" AIR ACE < ° 47 1 2" , WITH A NAILING f�LATE IF NEEDED) AT END AND e• ° T BE APROX. 12 OR HIGHER MIN STRUCTURAL DETAILS sa ES OF WOOD , 3 ° ° . p-` ► ' STEEL BEAM TO ALLOW FOR SHRINKAGE e _ GRADE 4, ,4 �` ° � ° � ° a � + o BEAMS p° p D 4° p C °e, � :° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED} " 6X6 W.W.M. p _� i d , 1 e� 1 e ° d e �° • 4 D p Q MIN. ° ' '� `n �,o t,Q n�� �p �'- .,,,NOTCH BEAM FOR MUDSILL IF [REQUIRED -- MAXIMUM 4 a p I r---SUBFLOOR a —REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM ,p 01 p°p ' , °p DRAIN TILL. .N--r°.II ' EINFORCING BAR a•s a, 4�'d°, a p 1P, p _ OIST DRAWING SHEET NO: " ,p a° SHEET METAL 30 FELT UNDER BEAM AT POINT ° ° 12 - ' '• OF CONTACT TH CONCRETE (OR CONC. BLOCK �_ ''�'�'� STEEL BEAM °a•� 3" IF PLATE (BOLTED TO BEAM) TYPICAL CONC. MONOLITHIC FOUNDAITION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH B A ING WALLS AND COLUMNS. °A SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2� #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM • GARAGE DOOR BLOCKOUT A '00 . 00 BEAM POCKET A t • I I/A OWTS General Requirements 1.Installer shall provide a certification of the installation ana construction(W.W.M.-73)from a PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT for final approval of the system P OL YL 0 K 20 2.The installer of I/A OWTS must hold a current Liquid Waste License pursuant to Chapter 563 Article VII(Septic Industry DISTRIBUTION BOX Businesses)and Endorsement J(Innovative and Alternative Treatment System Installer)through the Suffolk County Department of Labor,Licensing and Consumer Affairs,pursuant to Suffolk County Code§563-79(II)(J).The Department 1 / " 1 8" PER FOOT MIN. W/ LOCKING COVER of Labor,Licensing,and Consumer Affairs maintains a list of licensed I/A OWTS Maintenance Providers. 4 PER FOOT MIN. PITCH / AND SECONDARY 3.An executed Operation and Maintenance Contract between the Maintenance Provider and Property owner must be PVC WASTE LINE submitted to the Department MIN. 4" DIA. SANITARY PIPE SAFETY COVER AT SDR 35 SDR 35 GRADE 4.All installed I/A OWTS are required to have an initial 3-year warranty and operation/maintenance service contract. WATER TIGHT FRAME & COVER 5.When an I/A OWTS requires a vent,the unit shall be vented to the roof of the residence being served.Vent pipes shall HOUSE CONCRETE COLLAR W/ APPROVED LOCKING DEVICE extend a minimum of 6 inches above the roofline and the top of the vent shall have a minimum horizontal separation of 12 inches to the sloped portion of the roof.In cases where it is not practical to vent the system to the residence roof,a vent TO WEIGH 60 LBS. MIN. OR 2 0" D-B 0 X W/ FROM OWTS pipe may be piped to the exterior side of the residence and terminate a minimum of 18 inches above grade.These vent F.F. EL. 20.5' SECONDARY SAFETY LOCKING COVER � _-TO LEACHING FIELDS pipes shall be located a minimum of 3 feet from any window or doorway and must terminate with a carbon filter device.All STOPPER END PLUG HEAVY DUTY CAST \ vent pipes must have a minimum diameter of2inches. LIDS/DEVICES TO BE PROVIDED AND SECONDARY IRON COVER TO GRADE Provide 2"vent pipe from the OWTS To the single-family dwelling and connect to the waste pipe venting system within the house.Pipe shall have a positive slope from the OWTS to the SAFETY COVER PROVIDE SPEED LEVELER house so liquid will drain toward the treatment unit I'E., EL. 1 8.8 EL. 18.8' A T GRADE ON EACH OUTLET 12" THICK UNDERDRAIN softeners s all not discharge int and/A OWTS. < 6.Garbage Anders shall not be permitted when an I/A OWTS is utilized as means of sewage disposal.In addition,water 16.0 ' J manufacturer shall be implemented FI L TER MATERIAL TYPE 1 7.Install I/A OWTS tanks according to manufacturer's recommendations.All applicable recommendations provided by the 8 min. 2 ' MAX TRAFFIC RATED COVER P EL w Z FLOW LINE 8.The I/A OWTS tank shall be installed at level in all directions(with a maximum tolerance in any direction of+/one < 4" SDR PI PE quarter inch)on a minimum 3-inch thick bed of properly leveled and compacted sand(free from rocks)or pea grave ' t ' .E; I.E. AIL W CLEAN OUT 14.1I.E.E : : : I:: -', ::: :: P 0 L Y L 0 K D - BOX 0 X DETAIL 14.0 13.5 E "'• "' 9.The top of the I/A OWTS tank shall not be located greater than 2.5 feet or less than one foot below final grade. )Y FLOW 13.3' I.E. ': ~ _ .• :i _ w z 13.0 ,�: .' .: ;':•' ;':•.: :':::: .: Q.O N T. C . Electrical Requirements Q Z LINE v �J �.:: ': :::�;::+: �;.::::�;:::•: ;.:•: 1.Control Panels w a.All wiring and equipment are to be installed by the electrical contractor in accordance with the w National Electric Code(NEC)and local codes. Q ----------------- b.The control panel box must be placed outside on a suitable pedestal near the structure that it serves. _ [2] LEACHING POOLS (8' DEEP) CONCRETE Alternatively,the panel box may be mounted on an outside wall of the structure(preferable a utility COLLAR 24 room,and not a living space). [1] EXPANSION POOL (8' DEEP) J.0' �////�/, STOPPER END c.The control panel shall be placed at a comfortable height for access. � PROPOSED R PLUG d.The panel shall meet National Electrical Manufacturers Association(NEMA)4X specifications. (� - -' e.The conduit must have appropriate seals to prevent gases and moisture from reaching the control 1 HYDROACII ON III=1 =1 I =1 I-IIIII=1 I-IIIII=� I�_� I�- CI panel orjunction boxes. - -I I I (IIII I IIIII=IIIII=IIIII=IIIII=IIIII,IIII - f.Each system shall be equipped with a functioning warning system which will activate audible andAN5M Z _ RISER & COVER visual alarms thatcan be readily seen and heard b the occupant's of the building served.u I-IIIII =""I I a Y Y P 9 GROUND WATER 0 H EG W 2.0' 2.Pumps,Blowers,Level Sensors,and Controls FIBER JOINT a.The electrical junction box serving the pump motor and floats must be watertight and located outside ♦^ EXCA VA TE ALL UNSUITABLE SOILS the UA OWTS tank chamber. v, PACKING b.The Department shall observe the pump system operate through a normal operating cycle. • B A C K FI LL MATERIAL TO BE CLEAN SAND & GRAVEL c.Inspection for leakage of the force main fittings will be made during the pump test procedure. LEACHING POOL DETAIL Cl SEWER PIPE H Y D R O A C T I O N A N 5 0 0 (TYPICAL) PVC PIPE D3034 General Construction Notes C/ 3d SDR 35 1.LOT AREA:13,750 SF BEND 2.SCTM#1000-15-07-10 TO SEPTIC 3.BOUNDARY AND TOPOGRAPHIC INFORMATION FROM A SURVEY BY PETER A.GROBEN LAND SURVEYOR,Last Dated SAN ITAFRY SEPTIC SYSTEM PROFILE HOUSE FROM DWELLING TANK NOVEMBER 3,2021.ELEVATIONS REFERENCED TO THE NAVD 88 DATUM ELEC. 4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS PANEL OF THE TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED G,/ 600 PVC W E C/ TO PVC 5.THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE N . T . S . COMMENCEMENT OF WORK.THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE HOUSE ADAPTOR PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. SCTMEXTERIOR RATED 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING JUNCTION BOX BELOW J C LEAN OUT D ETA I L WORK. LOT 12 GRADE IN 7.ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE SPRINKLER BOX 20 AMP BREAKER AND FEDERAL LAWS.CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OFF ALL EXCAVATION INSPECTION REQUIRED N .T. S . UNSUITABLE MATERIALS OFF SITE.DEBRIS SHALL NOT BE BURIED ON THE SITE. �p � 8.ALL PRECAST STRUCTURES SHALL BE APPROVED BY THE COUNTY AND COMPLY WITH THEIR REGULATIONS. F®(R� SANITARY SYSTEM I 9.ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 3,000 PSI 28 DAY'STRENGTH CONCRETE. �` HEALTH DEPARTMENT PUMP^�/COMI�PRESSER PO1 CIRCUIT 2MO5 10.SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PIANS l�l�l' CBl WELL X-12 a �� Ml� r�L ,� ♦ PAGE 11.DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO AWG OF WIRE 1 Ll 10 r �� L-/ SPRAY 1 PREVENT THE TRANSPORT OF SEDIMENT TO OFF SITE AREAS,PONDS,DRAINAGE INLETS.THE METHODS AND I PUMP t MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL IN J" PVC SCH > N vRr �"� N ----��M❑TOR j PUMP RATINGS CONFORM TO THE NEW YORK GUIDELINESFOR EROSION AND SEDIMENT CONTROL. 80 CONDUIT ��//��� 3/4HP I? 115V WELL CB2 M2 csR 6 Lomas IIIZl 3 15,0 F.L.A. 12.ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM 125.00 150' 2 iu �` u .x ----�RECIRC\PUMP RATINGS MOISTURE CONTENT AS DETERMINED BY STANDARD PROCTOR TEST. a o- •-c� P Abandonment of the existing sanitary system must be in I PUMP �3/4HP 2 115V 13.ALL COVERS ON TREATMENT UNIT SHALL HAVE LOCKING COVERS 1 N -----A MOTOR 15,0 F.L.A. conformance With the Department's requirements. HYDROACT70N USA > 11 G\` •' I / W CONTROL PANEL in >,x CB3 M3 �x ���� PROVIDE 2"VENT PIPE FROM THE OWTS TO THE SINGLE-FAMILY DWELLING AND CONNECT TO THE WASTE PIPE VENTING ISO Submit completed form WWM-080 as proof " �_ �,'al p R1J'� �-•/ MIXER PUMP RATINGSI SYSTEM WITHIN THE HOUSE.PIPE SHALL HAVE A POSITIVE SLOPE FROM THE OWYTS TO THE HOUSE SO ANY LIQUID %I I PUMP 13/4HP E 115V WILL DRAIN TOWARD THE TREATMENT UNIT. MOTOR 15,0 F.L.A. 136' ELECTRIC RISER DIAGRAM UHL LANE Design Professional's Certification Required. CB4 11 3 ■ Submit P.E.or R.A.Certification For an �"� rm S . Cl -----V \COMP. RATINGS, r The Installation and Construction of the Sewage Disposal System N •T• S I COMP 1 1/4HP 2 115V VW Use Form WWM-073 N -----1 MOTOR 15,4 F.L.A. ALL ORS caNOTEi MUST`HAVEM�INTERNAL I N OVERLOAD 7' CD i� ✓ Z n.,, LRI-01 Isanx PROTEC Ml , `"" 't ` I ' I I o SCTM L ><„ LR1-Q2 raw_," M2 '"" W 1 OT 24 y � :• A �, ' ' I z J .. ... W �+ __ _'.t BRIAN VALENTE ,,, LRl-03 RnM M3 vxr INNING �-- --_ ....:---:::::.:::_..::._::::� � O ELEV.19.2' �.- `35 8 5��'4_ nC �' 12 650 THREE WATERS LANE LOCKING COVER DETAIL � Z ~ � G ELEV.18.81' Tcwx G I L ADDRESS NNING ''t'r Q LO r 38 BIRCH AVE >w PELHAM, NY 10803 LR1-Q4 LR1 N .T.S . ---I [` ' /Ar LP (EP " 1°' 16 PLC INPUT Q an S-1 U) z ? RUN REMOTE PLC CONTROL PANEL O ( r- w ° ° M 5 ��- 6 "' ALARM W,/ HP80 COMPRESSOR 1 M f1� ° a ..I X r ?W i LP HYDRO TION HWq 3u MUTE I W O o o AN 500 ITEST - - LL V-o � ° 3 m 1�3 TEST D-BOX o I ALARM O m I IGHT 36'X 36'X 6' �o � HOLE ! CO ON "a "" RED `"� WITH 6X6 10/10 WIRE n � O W Q_ 69 2 WELL WELL m .�I 1 ENABLE 2 Ya I1 PLC INPUT CONTROL PANEL & AIR PUMP E L EVAT I O N GARAGE SCTM LOT 10 N F.F. 18.4' 8.2 3XT CONCRET AIR LINE + VERRID - N .T. S. O ` PAD FOR AIR 'w ! V PUMP AND Y VENT LINE _- " 3 ���u CSR c 12 PLC INPUT CONTROLS Fc) 1UJ �'�' VXT°" 14 PLC INPUT { `,V h Y8•6 ^ oa ELECTRICAL TIME DOSE O T"" C4 M I OCONDUITON N Q DEMAND 17 PLC INPUT 555 THREE WATERS LANE SPRAY TPI 18 PLC INPUT o' 1NOODDECK/ _ �' SCTM LOT 25 �# `� ORIENT NY 5 BEDROOM -� � (/� .sad NOTES- FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM, I 2STORY �S �� y MARGARETNUSSBAUM +� W1 B1 MAIN PANEL DISCONNECT MUST BE PROVIDED BY INSTALLER. W SCTM# 1000-15�0 / �10 �C��r� DASHED LINES INDICATE ITEMS NOT CONTAIN IN THE PANEL. 1 s� F.F, ELEV F�` 550 THREE WATERS LANE G v/ww SM REQUIRED TORQUE FOR TERMINAL BLOCK SCREWS IS 16 In-tbs. C.P. 20.5' _ ORIENT, NY 11957 FIELD WIRING MUST BE A MINIMUM OF 60•C COPPER WIRE, TO BE wPROPOSED H D-D3 E CHANGES TQLERANCES DRAWN BY DATE LCIMALS G RN6= H/3/16 TDC, EUMTF= AREA FOR HEALTH i01-tmn MATERIAL SPECIFICATIONI AM M1 OFF wE<< REMOVED - WELL ' SEPTIC PRNRICTS INC %a.*ACTIONAL ANGLES AS NOTED DEPARTMENT APPROVAL STAMP SET ri - Q� UJ >c ■�v¢ d � LU 201 '�� o�F X 3 B SUFFOLK COUNTY DEPART OF H S 6' Z S °w N �09 I-. F °'� �' DEPARTMENT EALTHERVICE PERMIT FOR APPROVAL OF CONSTRUCTION FOR A Co 100. << K ' SINGLE FAMILY RESIDENCE ONLY SCTM LOT 09 ELEV.18.24 N WOW 125.00 E V. . ' TEST HOLE DATA 63 (NOT TO SCALE) AAL ' WELL BY: McDONALD GEOSCIENCE , H 1 � DATE 10/31/24 _ O R-22-2454 SOUTHOLD, NEW YORK 11971 T} ESAAPPROVED �-a P 11/29/22 APPROVED ' :[ GRADE EL.= +19.33' "J FOR MAXIMUM OF 5 BEDROOMS DRAWN BY: JF/JP • EXPIRES 1 NREE YEARS FROM DATE OF APPROVAL SCTM LOT 1.0' DARK BROWN LOAM OL BILL OF MATERIALS E' ITEM PIN DESCRIPTION QTY: 3.0' BROWN SILT ML HA-180056 TANK,AN500245 NITROGEN REDUCTION 1 APPROVED N ACCORDANCE WITH BOARD OF OCTOBER 29, 2023 A 180055 TANK,AN500 245 PRETREATMENT 1 1 B 00118 COUPLING, 4' SCH 35 PVC SXS 1 REVIEW DETERMINATION DATED SANITARY SYSTEM DESIGN 11/14/23 C 240018 FIG CONNECTING PANEL 24X19 2 4.0' BROWN SILTY CS 160028 ADHESIVE, CARTRIDGE 1 C2 240031 SCREW, 1' #10 SELF TAP PPH ZINC 2 SCALE: AS NOTED NOTE: SAND W/ GRAVEL SM D 760066 FASTENER, 3/8-16 X 3 3/4' AT HHCS 1 5 BEDROOM HOUSE - 550gpd SUBJECT To COVENANTS RrsTIICrIONs LIBCt D13269 SCTM D1 200006 NUT, ER, 3/6 16 3 H YD R O A C TI O N A N 5 0 0 = 5 5 0 d ALL OTHER NEIGHBORING WELLS NOT 9P PAGE Q C O D2 200006 WASHER, 3/8-16 SS 4 LOTV 17 �� BROWN FINE TO C�A� D3 200034 WASHER, SS 3/8' LOCKWASHER 1 SHEET NO: SHOWN +150 FEET FROM PROPOSED COURSE SAND JYV IF 1 P600 ASSEMBLY,RE-CIRCULATION COMPLE245 TE COMPLETE 1 F AP600-P AP600 ATU W!PLATFORM COMPLETE 1 G ECSD• LEACHING SANITARY SYSTEM H 100023 PLC EC5 PIPE, 4' PVC SCH35 (1) 16' LONG I 100023 PIPE, 4' PVC SCH35 (1) 28' LONG 2 8' DIA X 8' DEEP LEACHING P MAP OF ORIENT BY THE SEA - SECTION 1 NO WATER ENCOUNTERED J 180111 TEE, STRAIGHT 4' SCH35 1 POOLS SITE PLAN \/ HEGW-ELEV. 2.0' K 100023 PIPE, 4' PVC SCH35 (1) 10' LONG [11 8' DIA X 8' DEEP EXPANSION POOL FILED 21 NOV. 1957 AS FILE 2777 AN500 245 NITROGEN REDUCTION SYSTEM ol,,.,m yaws SCALE: 1" = 20' bydr� ct orf "� �"I """T °M� 06/03/14 -007 P HA-180056