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HomeMy WebLinkAbout1000-117.-7-31 OFFICE LOCATION: �. :, MAILING ADDRESS: Town Hall Annex �:Q. �� P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) G, Telephone.631 765-1938 Southold, NY 11971 �0 P LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Leslie Weisman, Chair Members of the Zoning Board of Appeals From: Mark Terry, Assistant Town Planning Director LWRP Coordinator Date March 27, 2025 Re: LWRP Coastal Consistency Review for ZBA File Ref PHILIP LORIA#7498 SCTM# 1000-117-7-31. PHILIP LORIA#7498—(Adjourned October 6, 2022 and Amended)Request for Variances from Article XII, Section 280-18;Article XIII, Section 280-56; and the Building Inspector's February 5, 2021, Amended November 22, 2024 Notice of Disapproval based on an application for a permit to construct a single family dwelling on a pile foundation; at 1)located less than the code required front yard setback of 35 feet; 2)located less than the code required rear yard setback of 35 feet; located at: 1090 First Street, (Adj.to Cutchogue Harbor)New Suffolk, NY. SCTM No. 1000-117-7-31. The proposed action has been reviewed to Chapter 268,Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP)Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is INCONSISTENT with the below listed Policy Standard and therefore is INCONSISTENT with LWRP. Policy ]. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. 1. Structure within this area should be avoided or minimized due to repetitive loss from storm damage, including hurricanes. 2. Groundwater elevation is expected to rise over time in this structure hazard area. Pursuant to Chapter 268,the Southold Town Zoning Board of Appeals shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Paul DeChance,Town Attorney OFFICE LOCATION: U A AILING ADDRESS: Town Hall Annex �*OF SO jjflO P.O.Box 1179 54375 State Road Route 25 ,`O l0 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) Southold,NY y Telephone: 631 765-1809 • aQ http://southoldtowuny.gov COUNTY,� ZONING BOARD OF APPEALS Town of Southold January 27, 2025 Mark Terry, Assistant Town Planning Director S v b LWRP Coordinator Planning Board Office Town of Southold Town Hall Annex JAN 2 2025 Southold,NY 11971 SOUTHOLD 0INN PLANNING BOARD Re: ZBA File Ref. No. # 7498 —Loria, Philip Dear Mark: We have received an application to construct a single family dwelling on a pile foundation". A copy of the Building Inspector's Notice of Disapproval under Chapter 280 (Zoning Code), and survey map, project description form, are attached for your reference. Your written evaluation with recommendations for this proposal, as required under the Code procedures of LWRP Section 268-51) is requested within 30 days of receipt of this letter. Thank you. Very truly yours, Leslie K. Weisman Chairper n By: Encl. Site Plan/Survey: Jeffrey T. Butler, Engineer, last dated August 7, 2023 Public Hearing Date: April 3, 2025 "Please note — this application was AMENDED November 22, 2024. Previous application can be found on Laser Fiche in pending under same ZBA file number 7498. TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 5, 2021 RENEWED: February 5, 2024 AMENDED: February 5, 2024 RENEWED: November 22,2024 AMENDED: November 22, 2024 TO: Karen Hoeg, Esq. (Loria) PO Box 9398 Riverhead,NY 11901 Please take notice that your application dated December 10, 2020: For permit: to construct a single-family dwelling on a pile foundation at: Location of property: 1090 First Street,New Suffolk,NY County Tax Map No. 1000 - Section 117 Block 7 Lot 31 Is returned herewith and disapproved on the following grounds: The proposed residential construction on this 6,170 sq. ft. lot in the MII District, is not permitted pursuant to Bulk Schedule which requires a front yard setback of 35 feet and a rear yard setback of 35 feet. The plan shows a front yard setback of 4.3 feet and a rear yard setback of 24.2 feet. Authorized 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. , APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No. 1090 Street First Street Hamlet New Suffolk SCTM 1000 Section: 117 Block: 7 Lot(s) 31 Lot Size: 6,962 sf Zone I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED BASED ON SURVEY/SITE PLAN DATED Owner(s): Philip Loria Mailing Address: 48 Linda Lane West, Riverhead, NY 11901 Telephone:(631)484-3408 Fax: Email: NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent, architect,builder,contract vendee,etc.and name of person who agent represents: Name of Representative: Karen A. Hoeg, Esq. forts Owner( ) Other: Address: c/o Twomey, Latham, et al., 33 West Second Street, Riverhead, NY 11901 Telephone: (631)727-2180 X269 Fax: (631)727-2385 Email: khoeg@suffolklaw.com Please check to specify who you wish correspondence to be mailed to,from the above names: Applicant/Owner(s), Authorized Representative, ( ) Other Name/Address below: YX WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED December10, 2020 and DENIED AN APPLICATION DATED November 22,2024FOR: ( Building Permit ( ) Certificate of Occupancy ( )Pre-Certificate of Occupancy ( ) Change of Use ( )Permit for As-Built Construction ( )Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by numbers.Do not quote the code.) Article: XIII Section: 280 Subsection: 56 Type of Appeal. An Appeal is made for: YX A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section ( )Request for Reversal or Overturn the Zoning Officer's Denial Other A prior appeal N has, ( ) has not been made at any time with respect to this property, UNDER Appeal No(s). 7498 Year(s). 2021 (Please be sure to research before completing this question or call our office for assistance) * Project has been modified and prior application will be withdrawn. Application has been modified to address SCHD comments. r Page 2, Area Variance Application Revised 6/2023 REASONS FOR APPEAL (Please be specific,additional sheets may be used with preparer's signature notarized): 1.An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted,because: The location for the new structure has greater setbacks than the adjacent structures on the properties in both directions along First Street from King Street(south)to Orchard Street(north). The proposed design is compliant with dimensional regulations in the District with the exception of needing front and rear yard setback relief. 2.The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue,other than an area variance,because: This lot has existed since May of 1923 and is not large enough to accommodate current setbacks. The structure has been positioned to create ample open space around the perimeter while providing room for the installation of an approved I/A septic system subject to Town regulatory approvals and optimizing the on-site parking. 3.The amount of relief requested is not substantial because: The location for the new structure has greater setbacks than the adjacent structures on the properties along 1 st Street.The front yard setback is 4.3 and rear is 24.2 ft.The side yard setbacks are code compliant. The structure location was selected to optimize property use and create open space all around the building in order to comply with Health Department regulations for a low nitrogen system. The revised plan calls for the house to be placed on pilings so a story variance is not required. 4.The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: This variance allows a single family residence with conforming lot coverage to be constructed on the site. This use is absolutely the least intrusive on the neighborhood and environment considering the allowable uses in the M11 district.Allowable uses include Mariana and Boat Servicing Facilities, two examples with much greater impacts. Additionally, the SCHD has issued approval for an IA sanitary system subject to Town approvals. 5.Has the alleged difficulty been self created? { } Yes,or N/No Why: This lot has existed since 1923 and the lot pre-dates zoning. See attached. • Are there any Covenants or Restrictions concerning this land? { No { } Yes(please furnish a YN copy) • This is the MINIMUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. By signing this document,the PROPERTY OWNER understands that 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 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 COMP CE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. ign to plicant ut zed Agent (Agent must submit itten Authori tion from Owner) Swo n to before me this day of 20 DONNABLOUNT NOTARY PUBLIC,STATE OF NEW YORK Notary Reglstraflon No.01 BL6390857 Qualified In Suffolk County My Commission Expires April 22.2o- Zoning Board of Appeals APPLICANT'S PROJECT DESCRIPTION APPLICANT: Karen A. Hoeg, Esq. SCTM No. 1000-117-7-31 1. For Demolition of Existing Building Areas Please describe areas being removed: None; property is vacant. II.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor eit4erimien: 1,016 SF Dimensions of new second floor: 874 SF Dimensions of floor above second level: N/A Height(from existing natural grade): 34.8 (2 stories) Is basement or lowest floor area being constructed?If yes,please provide height(above ground)measured from natural existing grade to first floor: No; Ground level is on pilings. III.Proposed Construction Description (Alterations or Structural Changes) (Attach extra sheet if necessary). Please describe building areas: Number of Floors and General Characteristics BEFORE Alterations: N/A Number of Floors and Changes WITH Alterations: Ground Level - Pilings: 1 st floor- bedroom, kitchen, dining/living room; 2nd floor- 2 bedrooms IV. Calculations of building areas and lot coverage,sky plane(From Surveyor,Design Professional): Existing square footage of buildings on your property: 0 Proposed increase of building coverage: 1,482 SF as per Butler site plan Square footage of your lot: 6,962 SF Percentage of coverage of your lot by building area(lot coverage) 21.2990 Gross Floor Area(GFA)of single family dwelling including the attached garage and/or habitable detached accessory structure: (Please refer to Chapter 280, Section 280-207 of the Town Code): 1,904 SF For Residential lots,is project within the allowable SkyPane?(Please refer to Chapter 280, Section 280-208 of the Town Code): V. Purpose of New Construction: New Single Family Residence (2 floors). Rear deck attached to house Off street parking and I/A System included. Footprint over piling VI.Plegse de cribe the Ian contou s tit,slope°!,heaviI w ded,Marsh area,etc.)on your land and L' es uct> 2dsi r q ame �I i o�i�i�in s n w , sa$Iar s stem. how it re a es to e i i �y in mee mg t}ge co a regquiremen (s): esc li on separate page if needed: Flat and level grade Street lot and surrounding property all at same elevation. Please submit 8 sets of photos,labeled to show different angles of yard areas after staking corners for new construction,and photos of building area to be altered with yard view. Revised 6/2023 QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises currently listed on the real estate market for sale? Yes _>< No B. Are there any proposals to change or alter land contours? _KNo Yes, please explain on separate sheet. C. 1.)Are there areas that contain sand or wetland grasses? Yes - Sand easement on Survey* 2.)Are those areas shown on the survey submitted with this application? Yes-not included in lot size 3.)Is the property bulk headed between the wetlands area and the upland building area? Yes - bulkhead on Bay (Tidal) 4.)If your property contains wetlands or pond areas,have you contacted the Office of the BOARD OF TRUSTEES for its determination of jurisdiction? Yes Please confirm status of your inquiry or application with the Board of Trustees: Pending Zoning Review If issued,please attach copies of your permit listing conditions of approval with a copy of the approved survey. D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? No E. Are there any patios,concrete barriers,bulkheads or fences that exist that are not shown on the survey that you are submitting? No If any of the aforementioned items exist on your property, please show them on a site plan. F. Are there any construction projects currently in process on your property? No If yes, please'submit a copy of your building permit and survey as approved by the Building Department and please describe scope of work: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If none exist,please apply to the Building Department to obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? No If yes,please label the proximity of your lands on your survey and identify the Suffolk County Tax Map No. I. Please list present use or operations conducted at your property, and/or the proposed use Vacant Land/Boat Storage; and the proposed use - Single Family Residence J. ( arp es:exis single family,proposed:same with garage,pool or other) Authori ed signature ate * See Trustee Decision establishing easement. AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE THIS FORM: This form must be completed by the applicant for any special use permit,site plan approval,use variance, area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant: Karen A. Hoeg, Esq. 2. Address of Applicant: c/o Twomey, Latham, et al., 33 West Second Street, Riverhead, NY 11901 3. Name of Land Owner(if other than Applicant): Philip Loria 4. Address of Land Owner: 49 Linda Lane West, Riverhead, NY 11901 5. Description of Proposed Project: Construct Single Family Residence 6. Location of Property: (Road and Tax map Number) 1090 First Street, New Suffolk(1000-117-7-31) 7. Is the parcel within 500 feet of a farm operation? { } Yes {X} No 8. Is this parcel actively farmed? { } Yes N No 9. Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff, it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office(765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 2. _ 3. 4. 5. 6. (Please use the ck of this ag if there are additional property owners) �ate, Signatur t of Applicant Date Note: 1.The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be made by supplying a copy of this statement. 2.Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3.Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing shall be paid by the Applicant at the time the application is submitted for review. AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME : Karen A. Hoeg, Esq., Twomey, Latham, Shea, Kelley, Dubin & Quartararo, LLP (Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) TYPE OF APPLICATION (Check all that apply) Tax grievance Building Permit Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(activity) Planning Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold?"Relationship"includes by blood,marriage,or business interest."Business interest"means a business,including a partnership,in wh' "e town officer or employee has even a partial ownership of(or employment by)a corporation in w the town officer or employee owns more than 5%of the shares. YES NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply) A)the owner of greater that 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation) C)an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted thi f 0 Signature Print Name Karen A. oe Esq. Board of Zoning Appeals Application OWNER'S AUTHORIZATION (Where the Applicant is not the Owner) Lon a- residing at (Print prop rty owner's name) (Mailing Address) l�►� (.a�•e l�les� Plyerh"do, N-1 ritiv� J hereby authorize TWro e l.a'�aA,,t,, Pa e f. Q I (Agent to apply for variance(s)on my behalf from the Southold Zoning Board of Appeals. By signing this document,the Property Owner understands that 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 fled 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 A(Own 's Signature) -�n, ' Dori a (P t Owner's Name) SOUTR4-�JGUD PROPERTY RECC, OWNER STREET VILLAGE DISTRICT SUB. LOT 1z 0'Yq E R N E ACREAGE /P S 2 W TYPE OF BUILDING z, RES. SEAS. VL.-9 FARM COMM. I ND. CB. MISC.COM .LAND IMP- TOTAL DATE i R E lv ARKS 7;, 10, oo Z. t� wj 10 Y'LLo s /a C/A FIR ZZ(L-t3 -n, '1411 ae. AGE BUILDING CONDITION NEW I NORMAL BELOW I ABOVE Jt / Form Acre, olue Per Acre Value V ...................... ,illable 1 THloble 2 6J", Tilleble 3 .......... Wcodland Swampland ..................... BrUS."1101-1d !Ouse PI 0. NEW YORK STATE DEPARTMENT OF ER9`t RORlME ITAL CONSERVATION Division of Environmental Permits,Region 1 SUNY-A Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www dec.ny.9ov a LETTER OF NO JURISDICTION TIDAL WETLANDS ACT March 9, 2023 Philip Loria PO Box 15 New Suffolk, NY 11956 Re: Application #1-4738-04926/00001 Loria Property: 1090 First Street SCTM# 1000-117-7-31 Dear Philip Loria: Based on the information you submitted the Department of Environmental Conservation has determined that the portion of the above property landward of the functional bulkhead greater than 100 feet in length, as shown on the survey prepared by Line and Grade Surveyors, last revised 10/18/2022, which was constructed prior to August 20, 1977 as evidenced on historic aerial photography, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of that bulkhead. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Kevin Kispert Permit Administrator cc: Karen Hoeg, Esq. BMHP File Tr. r"`'"v�YORK I Departmentof �- ` Environmental 1=- Conservation Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered "yes", then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, the action should be analyzed in more detail and, if necessary, modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 117 - 7 - 31 The Application has been submitted to(check appropriate response): Town Board 0 Planning Dept. 0 Building Dept. ® Board of Trustees 0 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital 0 construction,planning activity, agency regulation, land transaction) 0 (b) Financial assistance(e.g. grant, loan,subsidy) (c) Permit,approval, license,certification: -ZBA -Trustees Nature and extent of action: Construct 2 story frame dwelling on pilings, new IA sanitary system. Location of action: 1090 First Street, New Suffolk Site acreage: 6,962 SF Present land use: Vacant Present zoning classification: M I I 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Karen A. Hoeg, Esq. /Twomey, Latham, et al. (b) Mailing address: PO Box 9398, 33 West Second Street, Riverhead, NY 11901 (c) Telephone number:Area Code( ) (631) 727-2180 Ext. 269 (d) Application number, if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No® If yes,which state or federal agency? DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable The proposed rear yard setback to the proposed house is 25' and proposed is 31.3 ft. The ground level is proposed to contain break away walls at a height of 7 ft. Depth to groundwater is 3.0'. Proposed house ' is 2 stories and complies with height regulations. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ® Yes ❑ No ❑ Not Applicable To the extent applicable, the application protects and preserves historic and archaelogical resources. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ® Yes [] No 0 Not Applicable The proposed 2 story dwelling will comply with height requirements and be of similar height and size to the adjacent propoerty located at First Street which is a 1.343 SF dwelling set on piles which in 2014 was granted a variance for a 3 ft. frontyard (ZBA#7104) setback. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ® Yes E No 11 Not Applicable The proposed, and approved location of the IA sanitary system by SCHD, is located outside of the VE Flood zone and over 54 ft from the bulkhead. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ® Yes 0 No 0 Not Applicable The project proposes hooking up to the publicwater system and a low nitrogen sanitary system has been approved by the SCHEf Board of Review, subject to Town approvals. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ® Yes [] No 0 Not Applicable To the extent applicable, the project will protect eco systems and wetlands. The property is completely bulkheaded and has been since prior to 1975 A NYSDEC letter of nonjurisdiction has been obtained dated March 9 2023. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [] No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. ® Yes ❑ No ❑ Not Applicable To the extent applicable, the project will minimize environmental degregation. A low nitrogen sanitary system is proposed. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YeD No® Not Applicable The property is not a public access area. Attach additional sheets if necessary WORKING COAST POLICIES ' Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. Yes ❑ No 0 Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No ❑ Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. E Yes ❑ No ® Not Applicable Created on 5125105 11:20 AM Applicant.Philip Loria Premises: 1090 First Street, New Suffolk, NY APPLICANT NARRATIVE Dated: January 14, 2025 I. INTRODUCTION Philip Loria(the "Applicant"), herein proposes the construction of a new dwelling on property located at 1090 First Street,New Suffolk,NY(SCTM No. 1000-117-7-31) (the "Premises"). The proposed development requires relief from the front yard and rear yard setbacks for the primary dwelling. II. STATEMENT OF FACTS The subject non-conforming 6,170 sq. ft. lot is located in the Marine II Zone (M-11 District) and fronts on First Street;the rear of the property is situated on Peconic Bay and bulkheaded along the entirety of the rear boundary line. A 10-ft wide non-turf buffer runs along the bulkhead and rear boundary line as well. The property is currently vacant. The Applicant acquired the property on October 26, 2010; the deed is attached as Exhibit A. The Applicant previously applied to this Board for variance relief in 2021, as Application No. 7498 (attached herein as Exhibit B);the prior application is modified to address comments from Suffolk County Department of Health Services ("SCDHS"). The Applicant received variance approval from the SCDHS Board of Review on December 7, 2023 for the location of the proposed new I/A OWTS system on the subject Premises (Ref. R-22-0751, attached herein as Exhibit Q as per SCDHS Notice#5 dated December 18, 2023,the issuance of a permit to construct is subject to (1) a Town of Southold Zoning Variance approval and(2) Town of Southold Trustee's permit (see Exhibit D). A Notice of Disapproval was last renewed and amended on November 22, 2024 (see Exhibit E . In order to comply with this approval,the Applicant herein amends the proposed new primary dwelling. III. NATURE OF RELIEF REQUESTED The Applicant requests variance relief from the yard setbacks contained in the Town of Southold Code §280-56 as follows: a. Proposed primary structure, located 4.3 feet from the front boundary line where 35 ft is required; b. Proposed primary structure, located 24.2 feet from the rear boundary line, where 35 ft is required. IV. STANDARDS FOR THE GRANT OF AREA VARIANCES Pursuant to Town Law Section 267-b, the Zoning Board of Appeals is required to take into consideration the following factors when weighing the benefit to the applicant if the variance is granted against the detriment to the health, safety, and welfare of the neighborhood and community: a) Whether the grant of the variance will cause an undesirable change in the character of the neighborhood or will create a detriment to nearby properties; Applicant:Philip Loria Premises: 1090 First Street, New Suffolk, NY b) Whether the benefits sought by the applicant can be achieved by some method feasible for the applicant to pursue other than an area variance; c) Whether the requested area variance is substantial; d) Whether the grant of the variance will have an adverse effect or impact upon the physical or environmental conditions in the neighborhood or in the affected area of the Town; e) Whether the difficulty causing the applicant to request an area variance was self-created which consideration shall be relevant to the determination of the Board but shall not necessarily preclude the grant of the variance. These variance standards are addressed as follows: a) There is no undesirable change in the Character of the Neighborhood and detriment to nearby properties (Town Law .4 267-b (3)(b)(1)). The subject lot pre-exists the enactment of zoning and is non-conforming, as are many of the lots in the surrounding area; the subject lot was created in 1923. Although current zoning does allow for the construction of single-family dwellings, per Town Code §280-55, this lot is extremely narrow and undersized, as are many of the neighboring lots. Of note,the neighbors located at 1200 First Street, directly to the north of the subject property, received variance relief for the construction of a primary dwelling located closer to First Street then the subject proposed dwelling (see attached ZBA Decision 6773, as Exhibit F); the neighboring dwelling is located 3 feet from the front property line. Similarly,the dwelling located on 1230 First Street is also located very close to the front property line. The proposed dwelling will be of similar size and bulk to other properties in the neighborhood and is customary to the residential nature of the area. The proposed dwelling does not require variances for coverage or side yard setback and has been designed to be as in compliance as possible with the current Town Code. It is proposed to be set on pilings in order to eliminate any variance for a third story. b) The benefit cannot be achieved by some other method feasible for the applicant to pursue other than area variances (Town Law &267-b (3)(b)(2)). The Applicant has taken careful steps to ensure that the proposed dwelling is as conforming as possible on a severely constrained lot. The Applicant has amended their application to comply with SCDHS standards and the aforementioned approval;this iteration of the proposed development is the best possible option for the subject parcel,while still keeping the dwelling as far away from the bulkhead and bay as possible. Applicant:Philip Loria Premises: 1090 First Street, New Suffolk, NY c) The area variances requested are not substantial (Town Law 267-b (3)(b)(3)). Although the variances requested are not minimal, as noted, surrounding, similarly- situated properties have received comparable relief. The proposed dwelling is located as far from the bay as possible and the requested rear yard variance of 24 feet is necessary when the entire width of the property is 100.33; the setbacks for the subject property untenable for any form of development. ' d) There is no adverse impact on the physical and environmental conditions to the neighborhood/town ((Town Law § 267-b (3)(b)(4)). As noted, the Applicant has taken great strides to limit the effects to the surrounding environment, specifically the adjacent Peconic Bay. The Applicant will install a new I/A OWTS system and has received the necessary variance approval from SCDHS and has taken great efforts to locate the proposed dwelling as far from the bulkhead as possible for the proximity to the bulkhead. The proposed house has been modified to reflect the necessary location of the septic system. The NYS Department of Environmental Conservation provided a letter of non- jurisdiction, attached herein as Exhibit E, due to the bulkheading of the property. e) This is a self-created difficulty ((Town Law 267-b (3)(b)(5)). Although the difficulty is self-created, in that the Applicant purchased a pre-existing, non-conforming, undersized lot, this factor should not be determinative and preclude the granting of an area variance. In sum, under Town Law §267-b, the grant of the requested relief is the minimum necessary and adequate to enable the applicant to enjoy the benefit of the proposed dwelling and to allow the Applicant to use the property in a manner in which allowed under the current zoning, while preserving and protecting the character of the neighborhood and the health, safety, and welfare of the community. Applicant:Philip Loria Premises: 1090 First Street, New Suffolk, NY V. CONCLUSION As demonstrated, the benefit to the applicant outweighs any potential detriment to the general health, safety, and welfare of the neighborhood and the Town as a whole. The variance requested is the minimum necessary to alleviate the described difficulty. In light of the foregoing analysis of the application as applied to the relevant provisions, it is respectfully submitted that the application in all respects be granted. Dated: Riverhead,New York January 14, 2025 Respectfully submitted, TWOMEY, LATHAM, SHEA, KELLEY, DUBIN & QUARTARARO, LLP Attorneys for Applic nts By: are A. Hoeg, Esq. 33 West econ Stroet P.O. Box 9398 Riverhead,NY 11901 T: (631) 727-2180 F: (631) 727- 1767 khoeg@suffolklaw.com Applicant:Philip Loria Premises: 1090 First Street, New Suffolk, NY APPLICANT NARRATIVE Dated: January 14, 2025 I. INTRODUCTION Philip Loria(the "Applicant"), herein proposes the construction of a new dwelling on property located at 1090 First Street,New Suffolk,NY (SCTM No. 1000-117-7-31) (the "Premises"). The proposed development requires relief from the front yard and rear yard setbacks for the primary dwelling. II. STATEMENT OF FACTS The subject non-conforming 6,170 sq. ft. lot is located in the Marine II Zone (M-II District) and fronts on First Street; the rear of the property is situated on Peconic Bay and bulkheaded along the entirety of the rear boundary line. A 10-ft wide non-turf buffer runs along the bulkhead and rear boundary line as well. The property is currently vacant. The Applicant acquired the property on October 26, 2010; the deed is attached as Exhibit A. The Applicant previously applied to this Board for variance relief in 2021, as Application No. 7498 (attached herein as Exhibit B); the prior application is modified to address comments from Suffolk County Department of Health Services ("SCDHS"). The Applicant received variance approval from the SCDHS Board of Review on December 7, 2023 for the location of the proposed new I/A OWTS system on the subject Premises (Ref. R-22-0751, attached herein as Exhibit Q as per SCDHS Notice#5 dated December 18, 2023, the issuance of a permit to construct is subject to (1) a Town of Southold Zoning Variance approval and(2) Town of Southold Trustee's permit (see Exhibit D). A Notice of Disapproval was last renewed and amended on November 22, 2024 (see Exhibit E)_In order to comply with this approval,the Applicant herein amends the proposed new primary dwelling. III. NATURE OF RELIEF REQUESTED The Applicant requests variance relief from the yard setbacks contained in the Town of Southold Code §280-56 as follows: a. Proposed primary structure, located 4.3 feet from the front boundary line where 35 ft is required; b. Proposed primary structure, located 24.2 feet from the rear boundary line, where 35 ft is required. IV. STANDARDS FOR THE GRANT OF AREA VARIANCES Pursuant to Town Law Section 267-b,the Zoning Board of Appeals is required to take into consideration the following factors when weighing the benefit to the applicant if the variance is granted against the detriment to the health, safety, and welfare of the neighborhood and community: a) Whether the grant of the variance will cause an undesirable change in the character of the neighborhood or will create a detriment to nearby properties; Applicant:Philip Loria Premises: 1090 First Street, New Suffolk, NY b) Whether the benefits sought by the applicant can be achieved by some method feasible for the applicant to pursue other than an area variance; c) Whether the requested area variance is substantial; d) Whether the grant of the variance will have an adverse effect or impact upon the physical or environmental conditions in the neighborhood or in the affected area of the Town; e) Whether the difficulty causing the applicant to request an area variance was self-created which consideration shall be relevant to the determination of the Board but shall not necessarily preclude the grant of the variance. These variance standards are addressed as follows: a) There is no undesirable change in the Character of the Neighborhood and detriment to nearby properties (Town Law &267-b (3)(b)(1)). The subject lot pre-exists the enactment of zoning and is non-conforming, as are many of the lots in the surrounding area; the subject lot was created in 1923. Although current zoning does allow for the construction of single-family dwellings,per Town Code §280-55, this lot is extremely narrow and undersized, as are many of the neighboring lots. Of note, the neighbors located at 1200 First Street; directly to the north of the subject property, received variance relief for the,construction of a primary dwelling located closer to First Street then the subject proposed dwelling (see attached ZBA Decision 6773, as Exhibit F); the neighboring dwelling is located 3 feet from the front property line: Similarly, the dwelling located on 1230 First Street is also located very close to the front property line. The proposed dwelling will be of similar size and bulk to other properties in the neighborhood and is customary to the residential nature of the area. The proposed dwelling does not require variances for coverage or side yard setback and has been designed to be as in compliance as possible with the current Town Code. It is proposed to be set on pilings in order to eliminate any variance for a third story. b) The benefit cannot be achieved by some other method feasible for the applicant to pursue other than area variances (Town Law & 267-b (3)(b)(2)). The Applicant has taken careful steps to ensure that the proposed dwelling is as conforming as possible on a severely constrained lot. The Applicant has amended their application to comply with SCDHS standards and the aforementioned approval;this iteration of the proposed development is the best possible option for the subject parcel, while still keeping the dwelling as far away from the bulkhead and bay as possible. Applicant:Philip Loria Premises: 1090 First Street, New Suffolk, NY c) The area variances reauested are not substantial (Town Law _� 267-b (3)(b)(3)). Although the variances requested are not minimal, as noted, surrounding, similarly- situated properties have received comparable relief. The proposed dwelling is located as far from the bay as possible and the requested rear yard variance of 24 feet is necessary when the entire width of the property is 100.33; the setbacks for the subject property untenable for any form of development. d) There is no adverse impact on the physical and environmental conditions to the neighborhood/town ((Town Law &267-b (3)(b)(4)). As noted, the Applicant has taken great strides to limit the effects to the surrounding environment, specifically the adjacent Peconic Bay. The Applicant will install a new I/A OWTS system and has received the necessary variance approval from SCDHS and has taken great efforts to locate the proposed dwelling as far from the bulkhead as possible for the proximity to the bulkhead. The proposed house has been modified to reflect the necessary location of the septic system. The NYS Department of Environmental Conservation provided a letter of non- jurisdiction, attached herein as Exhibit E, due to the bulkheading of the property. e) This is a self-created difficulty ((Town Law & 267-b (3)(b)(5)). Although the difficulty is self-created, in that the Applicant purchased a pre-existing, non-conforming,undersized lot, this factor should not be determinative and preclude the granting of an area variance. In sum, under Town Law §267-b,the grant of the requested relief is the minimum necessary and adequate to enable the applicant to enjoy the benefit of the proposed dwelling and to allow the Applicant to use the property in a manner in which allowed under the current zoning, while preserving and protecting the character of the neighborhood and the health, safety, and welfare of the community. . Applicant:Philip Loria Premises: 1090 First Street, New Suffolk, NY V. CONCLUSION As demonstrated, the benefit to the applicant outweighs any potential detriment to the general health, safety, and welfare of the neighborhood and the Town as a whole. The variance requested is the minimum necessary to alleviate the described difficulty. In light of the foregoing analysis of the application as applied to the relevant provisions, it is respectfully submitted that the application in all respects be granted. Dated: Riverhead,New York January 14, 2025 Respectfully submitted, TWOMEY, LATHAM, SHEA, KELLEY, DUBIN & QUARTARARO, LLP Attorneys for Applic nts By: are. Ate. Hoeg, Esq. 33 West eS conzl-S-treet P.O. Box 9398 Riverhead,NY 11901 T: (631) 727-2180 F: (631) 727- 1767 khoeg@suffolklaw.com !IIIIIII IIII IIIII IIIII IIII!IIIII IIIII IIIII IIIII IIII IIII IIIIII IIII IIIII 1111 IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 11/17/2010 Number of Pages: 4 At: 10:05:32 AM Receipt Number : 10-0133901 TRANSFER TAX NUMBER: 10-08129 LIBER: D00012643 PAGE: 326 District: Section: Block: Lot: 1000 117.00 07.00 031.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $0.00 Received the Following Fees For Above Instrument Exempt - Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $250.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $5.00 NO RPT $30.00 NO Transfer tax $0.00 NO Comm.Pres $0.00 NO Fees Paid $$55.00 TRANSFER TAX NUMBER: 10-08129 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County 12 Number of pages RECORDED This.document will be public 2010 Nov 17 10:05:32 AM record. Please remove all JUDICLE K OFSCALE Social Security Numbers SUFFOLK COUNTY prior to recording. L D00012643 P 326 Deed/Mortgage Instrument Deed/Mortgage Tax Stampru , Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt. Handling 5. 00 1. Basic Tax TP-584 2. Additional Tax Sub Total Notation Spec./Assit. EA-52 17(County) • or Sub Total Spec./Add. EA-5217(State) TOT.MTG.TAX R.P.T.&A. Dual Town Dual County Comm.of Ed. 5. 00 4 Held for Appointment 0-- Transfer Tax Affidavit ',s, 4 Mansion Tax ert ied Co The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00 Sub Total family dwelling only. Other YES or NO Grand Total S55 w If NO,see appropriate tax clause on Page# � of this instru e 4 =Zj 10024504 loon 11700 0700 031000 p T S ;v 5 Community Preservation Fund Real Property REMC A Tax Service 8-NOV Consideration Amount$ Agency Verification _ CPF Tax Due $ 6 Satisfactions/Dischar-ges/Releases List Property Owners Mailing Address Improved RECORD&RETURN TO: scant Lan J/yn,ts 1P�cs-r �Jtp ' /N4✓4cYy SP/LtJ;l-. TD _C® TD f6 aoX 9,57 TD Mail to:Judith A.Pascale,Suffolk County Clerk 7 1�tie Com an Information 310 Center Drive, Riverhead, NY 11901 WWW.Suffolkcountyny.gov/clerk Co.Name Title# 8 Suffolk Counly tecgxd r�-g & Endorsement Page This page forms part of the attached (SPECIFY TYPE OF INSTRUMENT) made by: ,.IA LO/4�' . ,o. ye�btr The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of �/�/1[X14ye-o In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED 1N BLACK INK ONLY PRIOR TO RECORDING OR FILING. IMPORTANT NOTICE If the document you've just recorded is your SATISFACTION OF MORTG the following: AGE, please be aware of If a portion of your monthly mortgage payment included your-property taxes, ' ou will now need to gontact your local Town Tax Receiver so thaLygu may be bffled direct] or all future r e tax statements. Local property taxes are payable twice a year: on or before January 101 and on or before May 31•1. Failure to make payments in a timely fashion could result in a penalty. Please contact your local Town Tax Receiver with any questions regarding property tax payment. Babylon Town Receiver of Taxes Riverhead Town Receiver of Taxes 200 East Sunrise Highway 200 Howell Avenue North Lindenhurst,N.Y. 11757 Riverhead,N.Y. 11901 (631)957-3004 (631) 727-3200 Brookhaven Town Receiver of Taxes Shelter Island Town Receiver of Taxes One Independence Hill Shelter Island Town Hall Farmingville, N.Y. 11738 Shelter Island, N.Y. 11964 (631)451-9009 (631) 749-3338 East Hampton Town Receiver of Taxes Smithtown Town Receiver of Taxes 300 Pantigo Place 99 West Main Street East Hampton, N.Y. 11937 Smithtown, N.Y. 11787 (631)324-2770 (6311 360-7610 Huntington Town Receiver of Taxes Southampton Town Receiver of Taxes 100 Main Street 116 Hampton Road Huntington, N.Y. 11743 Southampton, N.Y. 11968 (631)351-3217 (631)283-6514' Islip Town Receiver of Taxes Southold Town Receiver of Taxes 40 Nassau Avenue 53095 Main Street Islip, N.Y. 11751 Southold. N.Y. 11971 (631)224-5580 (631)765-1803 Sincerely, Judith A. Pascale Suffolk County Clerk 12-01M.oeioend • 1 CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made thex day of � ��2 2010 BETWEEN ANNA LORIA, as Trustee of the Anna Loria and Salvatore Loris Revocable;Trust dated March 14, 1989, residing at 292 Mysf ci Blvd. NE, Palm Bay, Florida, 32907, party of the first part,and PHILIP LORIA, residing'at 800 Theresa Drive, Mattituck, New York, party of the second part, WITNESSETH,that the party of the first part,in consideration of Ten and 00/100----------------- ------------------------------------------------------------------($10.00)----dollars paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvemerits*thereon erected,situate, lying and being in the r. SEE ATTACHED SCHEDULE A FOR DESCRIPTION OF PROPERTY SCTM NO.: 1000-117.00-07.00-031.000 TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the Improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word`party"shall be construed as If It read"parties"when ever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: rrae4i ���' ANNA LORIA Standard N.Y.B.T.U.Form 8002•Bargain and Sale Deed,with Covenant against Grantor's Acts-Uniform Acknowledgment Form 3290 TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE State of New York,County.of Suffolk as: State of New York,County of SS: On the'�,t'/. day of 4� in the year 2010 On the day of in the year before(�A_Nthe Ler-— personally appeared before me,the undersigned,personally appeared personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the Individuals)whose name(s)Is satisfactory evidence to be the individual(s)whose name(s)is (are)subscribed to the within instrument and acknowledged to (are)subscribed to the within Instrument and acknowledged to me that he/she/they executed the same in his/her/their me that he/she/they executed the same In his/her/their capacity(ies), and that by his/her/their slgnature(s) on the capacity(ies), and that by his/hedtheir signature(s) on the Instrument,the Individ al(s),or the person upon behalf of which instrument,the individual(s),or the person upon behalf of which the individuals)acted ecuted the instrument. the individuals)acted,executed the instrument. (signs ure an Ice of individual taking acknowledgment) (signature and office of individual taking acknowledgment) JAMES SPIESS Notary Public,Slate of New York No.41.05=2 Qualified In Queens County CommLsslan Expires March 30a6(-�6 TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE State(or District of Columbia,Territory,or Foreign Country)of SS: On the day of in the year before me,the undersigned,personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individuals)whose name(s) Is(are) subscribed to the within instrument and acknowledged to me that helshelthey executed the same in his/her/their capacily(ies),and that by his/her/their signature(s)on the Instrument,the Individual(s),or the person upon behalf of which the individuals)acted, executed the Instrument,and that such individual made such appearance before the undersigned in the In (Insert the City or other political subdivision) (and Insert the State or Country or other place the acknowledgment was taken) (signature and office of Individual taking acknowledgment) BARGAIN AND SALE DEED SECTION 117.00 WITH COVENANT AGAINST GRANTOR'S ACTS BLOCK 07.00 LOT 031.000 Title No. COUNTY OR TOWN 1000 ANNA LORIA, as Trustee STREET ADDRESS TO Recorded at Request of .PHILIP LORIA COMMONWEALTH LAND TITLE INSURANCE COMPANY RETURN BY MAIL TO: STANDARD FORM OF NEW YORK BOARD OF TITLE UNDERWRITERS JAMES SPIESS, ESQ. Distributed by MENULTY-SPIESS, P.C. 214 Roanoke Avenue NLandAmerica P.O. sox 757 Commonwealth Riverhead, New York 11901 Commonweadh Land Tide Insurance Company RESERVE THIS SPACE FOR USE OF RECORDING OFFICE SCHEDULE A DESCRIPTION OF PROPERTY SCTM NO. 1000-117.00-07.00-031.000 ALL that certain piece or parcel of land, situate, lying and being at New Suffolk, in the Town of Southold, County of Suffolk, State of New York, bounded and described as follows: BEGINNING at a point on the easterly side of First Street distant 100.37 feet northerly of the intersection formed by the northerly side of King Street and the easterly side of First Street; RUNNING THENCE North 6 degrees 59 minutes 10 seconds East along the easterly side of First Street 100.33 feet to a point; THENCE South 83 degrees 41 minutes 50 seconds East along land now or formerly of Onody 51 feet more or less to the ordinary high water mark of Peconic Bay; THENCE in a southerly direction along the ordinary high water mark of Peconic Bay 100 feet more or less to land now or formerly of Flurry; THENCE North 83 degrees 41 minutes 50 seconds West along land now or formerly of Flurry 71 feet more or less to the easterly side of First Street, the point or place of BEGINNING. BEING AND INTENDED TO BE the same premises as were conveyed to the party of the first part by deed dated March 17, 1989 and recorded in the Suffolk County Clerk's Office on May 16, 1989 in Liber 10857 page 225. 0� CE LOCAnON: 1' Town Ball Annex tb MAip P.O.Hozl 1b79��. Sn State Route 2b Southold.NY 11971 1 (ota.�.in Rd.do Youngs Ave.) Southold•,NY 11971 Telephone;on 7gs-ins •l LOCAL WA'MRFRON"T REWrALMAVON PROGRAM TOWN OF SOVTHOLD MEMORANDUM f"Cd � 021 To: Leslie Weisman,Chair Members of the Zoning Board of Appeals LZ6nlng ANpMa . . From: Mark Terry,AICP Assistant Town Planning Director LWRP Coordinator Date May 21,2021 Re: LWRP Coastal Consistency Review for'Z8A FiI4Re#'PkIiLlp CA$IAik7498 SCCM# 1000-117-7-31. -' PHILIP LORIA 97498-Request for Variances from Article X37,Section 280-18;Article XIH,Section 280-56; and the Building Inspector's February 5,2021 Notice of Disapproval based on an application for a permit to construct a three story single family dwelling;at 1)located less than the code required front yard setback of 35 feet 2)located less than the code required rear yard setback of 35 feet;3)located less than the minimum side yard setback of 13 feet;4)more than the co&permitfed maximum two stories;located at: 1090 Firsi Street,-New' Suffolk,NAY.SCTM No. 1000-117-7-3 1. The proposed action has been reviewed to'Chapter 268,Waterfront Consistency Review of the Town of$puthgld Town Code and the Local Watetfrout Revitalization Program(LWRP)Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted w this department,as well as the records available to me,it is my recommendation that the action is INCONSMENT with the below listed Policy Standards and therefore is INCONS7STlENT with the LWRP. Palley I. Foster a pattern of dewdopme►rr In the Town of Soktiurld rha' inh4N65-eomnrarri1y character, preserves opera space, nwJFes e.ft-rtt use of tnfrastr"alire, makes beneficial use of a coastal locatlan,and m1mm&xs adverse effects of deveiopme"L The proposed front yard setback to the sand easement is 15.7 feet. It is was reported that the seaward limit of the property is landward of the"sand emement". Although it is recognized that the proposed construction more than the code permitted 2.5 stories is po-- prosed to render the structure flood zone complaint, it is unsupported. Structure on lots adjacent to the Peconic Bay arc vulnerable to wind and wave exposure during storms including hurricanes. Inundation of the parcel is expected in all categories of a Hurricane(SLOSH). Structure in these locations should be min; ;;zcj and not exeecd the bulk schedule requirements.Development that does not rein Tome the traditional land use Pattern of the Town of Southold conflicts with this policy. R6rXlrED 7L(q& MAY 8 4 1011 Poly 43. Arwhff4e losses of humm life and structures from flnoXng and erosion kaz+at nittg Board OfgQ0,als 77te following management mea4arres to minimize lasses of hang!life and structures fP'oin flooding and erosion hazards are reconunended.•specifically A Motimize potential loss and damage by locating de►aelapment and snwhoes away f-om flooding and erosion hazards. The subjoct parcel is located within the FEMA flood zone VE el 8(velocity hazard)and the remainder area is located within the flood zone AF el 6(see Figure 1, below).Both flood zones pose a high flood risk. The VE flood zone is an area inundated by l°R atntual chance flooding with velocity baz8rd(wave action). AE mapped properties have a l percent annual chance of flooding and a 26 Percent chance of flooding over the life of 30 year mottMe. Fti�I�,l.Iw�faM Y4 r`' '�I•��.wa�ti Gw La. Figure 1. Subject parcel showing flood zones. T e i/A system septic tank and drywells shown on the survey(October 24,2017)ate located within the VE flood zone and this is a concern. The effect of potential flooding and the function on the tank and drywells is unknown. The depth to groundwater has not been provided, It appears that the size of the single-family residence dictates the location and setbacks of the tank and drywells. Chapter 275 Wetlands and Shorelines of the Southold Town Code requires the following setbacks to protect environmental quality. I. Septic tank 75 feet 2, Sanitary leaching pools loo feet To protect lift and property during storm events from wind and flooding, it is recommended to minimize and locate structures as far from the Peeottie Bay to the greatest extent practicable_ The proposed 2)located less than the code required front yard setback of 35 feet 3)located less than the minimum side yard setback of 15 feet is EXEMPT from L WXP Coastal Consistency Review, Pursuant to Cheptier 268,the Southold Town Zoning Board of Appeals$hail consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: William Duffy,Town Attorney VArtq4 zoz Enc ci:�,rd OfAPpewals PDF.js viewer 1/7/25,4:15 PM k 1Pi`r RECEIVED NO. 3 TOWN OF SOUTHOLD MAR 2 5 2021 BUILDNG DEPARTMENT SOUTHOLD,N.Y. LZoningftard0fAW415 NOTICE OF DISAPPROVAL DATE: February 5,2021 TO: Nicholas Mazzaferro (Loria) PO Box 57 Greenport,NY 11944 Please take notice that your application dated December 10,2020: For permit:to construct a three-story single-family dwelling at: Location of property: 1090 First Street.New Suffolk.NY County Tax Map No. 1000-Section 117 Block 7 Lot 3.1 Is returned herewith and disapproved on the following grounds: The proposed residential construction on this 6.170 sq ft lot in the MlI District is not permitted pursuant to Bulk Schedule which requires a front yard setback of 35 feet a minimum side yard of 15 feet and a rear yard setback of 35 feet The plan shows a front yard setback of 9.5 feet.a minimum side Yard setback of 10.2 feet and a rear yard setback of 15.7 feet. In addition,the construction is not permitted pursuant to Article XII Section 280-18 which allows the maximum permitted stories at 2 ','2. The plan sliows a three-story dwelling. Authorized S.ign1 tt Note to Applicant:Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: rile,Z.B.A. http://24.38.28.228/WebLink/PdfViewer.aspx?file=http°/u3A%2F%2...D1049836%26dbid%3D0%26repo%3DTownOfSouthold%26pdfView%3Dtrue Page 1 of 44 PDF.js viewer 1/7/25,4:15 PM Fee:$ Filed By: Assignment No. APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No. 10 Qa Street 5�i et✓"0 Hamlet z �,71gJ SCTM 1000 Section 1�� Block '_ _Lot(s)_1 Lot Size (P110 7 2one _ I(NVE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING . PECTOR.' -•- - DATED Vtc- Si2cDZ! BASED ON SURVEY/SITE PLAN DATED %-LjXqUz,6 Owner(s); Mailing Address: 0 L•1VVA ck L&\,e �Q C- C 4)t'r mad O jk(710 1 1 Telephone: Gal "L rm-%1IF"x: Email: NOTE:In addition to the above,please complete below if application is signed by applicant's attorney,agent,architect, builder,contract vendee,etc and Dame of perrstin who agent represents: Name of Representative: (Llc. 1 ka-z;LAZ'N V for(�Owner( )Other: Address:_ i]U�c � �g J��n�� , lay k\(yl�A Telephone:�tb"t1�11�Fax: — Email:Y��L�l�gz2a e'ti*tl @Vx+r(10,A Please check to specify who you wish correspondence to he mailed to,front the above#antes: N Applicaut/Owner(s), �0 Authorized.Representative, ( )Other Name/Address below: WHEREBY _BUILDING INSPECTOR REVIEWED SURVEY/SITE DATED 1"Z �Q and DENIED AN APPLICATION DATED Z -L FOR: (�Building Permit ( )Certificate of Occupancy O Pre-Certificate of Occupancy ( )Change of Use ( )Permit for As-Built Construction O Other: Provision of the Zoning Ordinance Appealed. (Indicate Article,Section,Subsection of Zoning Ordinance by 1 numbers.Do not quote the code.) S MAC l,V I�,�S q %IAA r,-AJ Ae. Article: ZCSO Section: � Subsection: Type of Appeal. An Appeal is made for: ( )A Variance to the Zoning Code or Zoning Map. ( )A Variance due to lack of access required by New York Town Law-Section 280-A. ( )Interpretation of the Town Code,Article Section O Revers 1 or Other A prior appeal has, has not been made at any time with respect to this propertV,UNDER Appeal No(s). 0(o, Year(s). �C �� (Pleasehesure to research before completing this question or call our office for assistance) Name of Owner: i, 7.DA Clle# Coe Acsrv► ZOO —+� eV� je�r S►�"" http://24.38.28.228/WebLink/PdfViewer.aspx?file=http%3A%2F°/u2...D1049836%26dbid%3D0%26repo%3DTownOfSouthold%26pdfView%3Dtrue Page 2 of 44 PDF.is viewer 1/7/25,4:15 PM Reason for Appeal Section 280-56 M11 District-Bulk Area,and Parking Regulations 1—An undesirable change will not be produced in the CHARACTER of the neighbor or a detriment to nearby properties if granted because: The location for the new structure has greater setbacks than the adjacent structures on the properties in both directions along First Street from King Street(south)to Orchard Street(north), The proposed deign!ikitonlgliant-witli'Code Section 280-104/Paragraph A. 2—The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue other than an area variance because: This lot has existed since May of 1923(see S&S report copy attached)and is not large enough to accommodate current setbacks.The structure has been positioned to create ample open space around the perimeter while providing room for .he.inste.lietiar cd*an i/Aseptic System and:apiimizing the on-site parking. 3—The amount of relief requested is not substantial because: The location for the new structure has greater setbacks than the adjacent structures on the properties along 1"Street. The front and rear yard setbacks total 25.2 feet which is 50%of the overall lot depth.The side yard setbacks total 40,2 feet which is 40%of the overall lot width,although offset,this exceeds the overall side yard requirement.The structure location was selected to optimize property use and create open space all around the building, 4—The variance will not have an adverse effect or impact on the physical or environment conditions in the neighborhood or district because: This variance allows a single family residence with conforming lot coverage to be constructed on the site.This use is absolutely the least intrusive on the neighborhood and environment considering the allowable uses in the M11 district. Allowable uses include Mariana and Boat Servicing Facilities,two examples with much greater impacts. 5—Has the alleged difficulty been self-created? { }Yes {X}No Why? This lot has existed since 1923 and according to Section 280(Attachment 5)Bulk Schedule AA there are no requirements for Lot Size,Width or Depth.Since there are no dimensional requirements for the lot,the issues created by enforcement of yard setbacks are a result of the Towns newly established regulations,not the lot owner's actions. Are there any Covenants or Restrictions concerning this land? {X}No {}Yes This is the MIMINUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. /(" rd Sworn,t/o�before me this 23 day Signature of Applicant 6rUhorized Agent of I Y l 7 20� fi Notary Pu 61cl !o1ar�P,' !!a, it�1lF of:!e';!York No.0-1 Ga325 t?? Ctuctli!ed in Sulu;;:County Z� G ri,MjS!nn fu,(�1r:s r:uvo ber 14,20_.� ittp://24.38.28.228/WebLink/PdfViewer.aspx?file=http%3A°/u2F%2...D1049836%26dbid%3DO%26repo%3DTownOfSouthold%26pdfView%3Dtrue Page 3 of 44 PDFJs viewer 1/7/25,4:15 PM Reason for Appeal " Section 280-18-M11 District-Bulk Area,and Parking Regulations,Number of Stories 1—An undesirable change will not be produced in the CHARACTER of the neighbor or a detrjniteift to-nearby• properties if granted because: The building size and height are code compliant and the overall structure will not require any,changes.1f•the bariance is not granted.This variance is required because the NYS Code definition of a story is based upon a finished floor surface and not space that is able to be occupied. This variance refers to a floor covering that is completely on the interior of the structure and not visible to the neighborhood or nearby properties. 2—The benefit sought by the applicant CANNOT be achieved by some method feasible for the applicant to pursue other than an area variance because: The alternative is to leave a soil floor.This creates a structure that is energy inefficient and potentially a health hazard due to insect and rodent infestation. 3—The amount of relief requested is not substantial because: This variance does not impact the overall structures dimensions or height.The result is not visible from the street, adjacent properties or neighborhood. By design this level will exist,it is only a matter of whether a covering is allowed that improves the energy efficiency,environmental aspects and health and safety conditions of the structure. 4—The variance will not have an adverse effect or impact on the physical or environment conditions in the neighborhood or district because: This variance refers to a floor covering that is completely on the interior of the structure and not visible to the neighborhood or nearby properties.The result of the variance will be 100%contained within the structure and only related to this property.There is no impact beyond the building perimeter. 5—Has the alleged difficulty been self-created? ( )Yes (X)No Why? (See additional info on attached page.) Are there any Covenants or Restrictions concerning this land? (X)No ()Yes This is the MIMINUM that is necessary and adequate,and at the same time preserve and protect the character of the neighborhood and the health,safety and welfare of the community. m Sworn.to before me this E5 day Signature of Applica horized Agent of r 20 Notar 6PU l'e JA,nI� Qi„ ^OON PVI-Iiic,State of Nev York 1�0'O'10D82u'i236 "•+s�Iifteti fn Su0'r+3k County � jn lrxpins w to a,;,uer"14,20•-D http://24.38.28.228/WebLink/PdfViewer.aspx?file=http%3A°/u2F%2...D1049836%26dbid%3D0%26repo%3DTownOfSouthold%26pdfView%3Dtrue Page 4 of 44 PDF.is viewer 1/7/25,4:15 PM 5—Has the alleged difficulty.been self-created? f }Yes fXl.No Why? Additional Information: This variance is needed because of the definition of"Story" used by the NYS Code.Bydefinitior;a7futts a floor"is the driver for creating a building story of a structure, not the actual conditioned,occupied spaces. For this design the garage floor(at grade)is creating a situation where the overall structured''s;i<Qriside'ed.'to be three stories,vet the lowest level is not space available for occupancy. The variance is requested for the following reasons: 1) The structure is located in an A/E Zone (6]with a V/E Zone[8]located on the same parcel immediately adjacent to the proposed structure. 2) The structure was designed anticipating future climate conditions with the first floor Elevation at[14]. It is noted that FEMM and NYSDEC advise that designs, if possible,should consider the required base elevations and add additional height.This was done because of the proximity to the V/E Zone and the ability to maintain the overall building height within code. The overall building height is 35 feet,in compliance with the Town Code. 3) The first level of the structure is Unconditioned,Non-Occupied Space.It has area openings as required by FEMA and NYSDEC to allow water flow in case of rising storm tides. 41 The overall structure complies with the NYS and Town Codes and would be built exactly as sized even if the garage floor was eliminated and left as soil. 5) If the garage floor was made of soil adverse environmental conditions would constantly exist in the structure. A soil floor allows insects and rodents to readily infiltrate the house. The humidity and temperature effects associated with open soil conditions would create a bad interior environment and have a detrimental impact on the structures'energy efficiency. Therefore,this variance is actually requesting.nermission to install a concrete slab that improves the environmental health,and energy efficiency of the structure.There is no additional space being created and the overall size of the building is code compliant and will not change based upon the floor covering. ZV r P Sworn r to before me this__4SI_dav Signature o pjicant or Authorized Agent to of I t 10.�ZK 204 / Notar Pub JFni".Ar�pi��^,CcON DIo1r}°ji Iic,Siste S�f ?2tv York (?u21i(i ad In 5uiiei.County 0c�missiun ;sir s Nnvei:ter 14.20 http://24.38.28.228/WebLink/PdfViewer.aspx?file=http°/n3A%2F°/u2...D1049836%26dbid%3D0%26repo%3DTownOfSouthold%26pdfView%3Dtrue Page 5 of 44 PDF.js viewer 1/7/25,4:15 PM APPLICANT'S PROJECT DESCRIPTION e-VV APPLICANT: '�Z-Za � v0 !3 DATE PREPARED: 1 1.For Demolition of Existing Building Areas j Please describe areas being removed:- H.New Construction Areas(New Dwelling or New Additions/Extensions): Dimensions of first floor extension: G 0 L1 d$- k 2,5 [4 e e Dimensions of new second floor: (Do' W N' k Z5 E e Dimensions of floor above second level: Height(front finished ground to top of ridge):— 3Te-e fi Is basennent or lowest floor area being constructed`?If yes,please rovide l eight(above ground measured from natural existing grade to first floor: Y.�S - 0. v 01 — 4 Avg-e e 1 Uvr' III.Proposed Construction Description(Alterations or Structural Changes) (Attach extra sheet if necessary).Please describe building areas: ,A Number of Floors and General Characteristics BEFORE Alterations: 0 Number of Floors and Changes WITH Alterations: IV.Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: Proposed increase of building coverage: V" 2 c a, -- Square footage of your lot: G 19,v }. v Percentage of coverage of your lot by buildi Al area: 2 Z °70 V.Purpose of New Construction: �7 e.-W cj�'t.-��,.?. �'D✓VdI�.�V 1�51 vY«; 16 w; lk- Cc'a.W M V,4,..ICA,e,r 1>` s ccb CQV r-, eel e I ear CkQ& d e, C�a-t� t 1e %4 4s Smce . VI.Please describe the land contours(flat,slope%,heavily wooded,marsh area,etc.)on your land and how it relates to the difficulty in meeting the code requirement(s): Please submit_I sets of photos,labeled to show different angles of yard areas after staling corners for new construction,and photos of building area to be altered with yard view. 4/2012 ittp://24.38.28.228/WebLink/PdfV!ewer.aspx?file=http°/u3A%2F%2...D1049836%26dbid%3D0%26repo%3DTownofSouthold%26pdfView%3Dtrue Page 6 of 44 PDF.is viewer 1/7/25,4:15 PM QUESTIONNAIRE FOR FILING WITH YOUR.ZBA APPLICATION A. Is the subject premises listed on the real estate market for sale? Yes B. Arc there any proposals to change or alter land contours? _,�< No -Yes please explain on attached sheet. C. 1.)Are there areas that contain sand or wetland grasses? S- (--aS?AM OJ Gvt Sut Ue 2.)Are those areas shown on the survey submitted with this application? Yes - %kc)k o*J adeot 3.)Is the ppropert bulktcaded betwee the wetlands a ea nd the upland buildingF. area. �f4 5 - U�\C 2a� VV�. 0. . CV,, 4.)If your property contains wetlands or po areas,have you contacted the Office of the Town trustees for its determination of arisdiction? S Please confirm status of your inquiry or application with the Trustees: 1.4A&k v eiJ 1�. �and if issued,please attach copies of permit with conditions and appYded surve . D. Is there a depression or sloping elevation near the area of proposed construction at or below five feet above mean sea level? t,�)o E. Are there any patios,concrete barriers, bulldreads or fences that exist that are not shown on the survey that you are submitting? Q 'D Please show area of the structures on a diagram if any exist or state none on the above line. F. Do yoRu have any construction taking place at this time concerning your premises? t, J a If yes,please submit a.copy of your building permit and survey as approved by the Building Department and please describe: G. Please attach all pre-certificates of occupancy and certificates of occupancy for the subject premises. If any are lacking,please apply to the Building Department to either obtain them or to obtain an Amended Notice of Disapproval. H. Do you or any co-owner also own other land adjoining or close to this parcel? y" If yes,please label the proximity of your lands on your survey. ` 1 l 1. Ple a list present use or operations conducted at this arcel V a-C-L-1 A -bo a and the proposed use 1 Jr-d-,A U ! IE'A cA . (ex:exi ing single far 'ly,proposed:same with garage,pool or other) Authorized si ature a ate http://24.38.28.228/WebLink/PdfViewer.aspx?file=http°/u3A°/u2F°/u2...D1049836%26dbid%3D0%26repo%3DTownOfSouthoId%26pdfView%3Dtrue Page 7 of 44 PDFJs viewer 1/7/25,4:15 PM 1 AGRICULTURAL DATA STATEMENT ZONING BOARD OF APPEALS TOWN OF SOUTHOLD WHEN TO USE TZ-HS FORM:This form must be completed by the applicant for any special use permit,site plan approval,use variance,area variance or subdivision approval on property within an agricultural district OR within 500 feet of a farm operation located in an agricultural district. All applications requiring an agricultural data statement must be referred to the Suffolk County Department of Planning in accordance with Section 239m and 239n of the General Municipal Law. 1. Name of Applicant: Q 16- l&S Vt 2. Address of Applicant: C7' o col e oy K) kk A'T- 3. Name of Land Owner(if other than Applicant): 4. Address of Land Owner: A L� � o n,•C 17�2 'e r ties 1 G� 5. Description of Proposed Project: 6. Location of Pr perty• (road`and Tax neap number) I AA 4,-5 cam. bA? o llc 7. Is the parcel within 500 feet of a farm operation? {} Yes M No 8. Is this parcel actively farmed? { ) Yes kJ No 9. Name and addresses of any owner(s)of land within the agricultural district containing active farm operations. Suffolk County Tax Lot numbers will be provided to you by the Zoning Board Staff,it is your responsibility to obtain the current names and mailing addresses from the Town Assessor's Office(765-1937)or from the Real Property Tax Office located in Riverhead. NAME and ADDRESS 1. 2_ 3. 4. 5. 6. (Plea se the b .ofthis page' there are additional property owners) 23 Zc) Z I Signature of Applicant U Date Note: 1.The local Board will solicit comments from the owners of land identified above in order to consider the effect of the proposed action on their farm operation. Solicitations will be.made by supplying a copy of this statement. 2.Comments returned to the local Board will be taken into consideration as part as the overall review of this application. 3. Copies of the completed Agricultural Data Statement shall be sent by applicant to the property owners identified above. The cost for mailing sball be paid by the Applicant at the time the application is submitted for review. ittp://24.38.28.228/WebLink/PdfViewer.aspx?file=http%3A%2F%2...D1049836%26dbid%3D0%26repo%3DTownOfSouthold%26pdfView%3Dtrue Page 8 of 44 PDFJs viewer 1/7125,4:15 PM ..•�. t 'x;r}fix. �* � '?'�`x�r.._ ,.'"3°>;�nd:g. .,�, ?.. r� s�. Advantage Title Agency Inc. hereby certifies to: TOWN OF SOUTHOLD AND PHILIP LORIA That a search has been made for a chain of title of the premises In Parcel A(subject premises) and for a chain of title for each parcel adjacent to said Parcel A from July 18, 1983 to date. The purpose of this examination is to determine if any contiguous property was owned by an owner of the subject premises since the date of any previously applicable zoning ordinance as of July 18, 1983. Subject premises has been held in single and separate ownership since July 18, 1983. This affidavit is made to assist the Board of Zoning Appeals of the Count of Suffolk to reach any determination which requires as a basis therefore, the information set forth herein, and knowing full well that said Board will rely upon the truth thereof. No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty Five Thousand Dollars ($25,000.00) for,any reason and no policy of title - Insurance can be issued based upon the information contained in this Certificate. First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathy Randaz26 / Executive Vice President Sworn to before me this day of SCA K L 20B4. SLICE GORMAN Notary Public Notary Public,56te of t`levr York No.O1GO60709ao oua119ed in Suffolk Couui commj�sion Expires Match SL20,._^..,. Title No.: SSA-483099-20 Reference: 1090 First Street - Effective date: December 10,2020 at 9 a.m. 63!.A24,6100 9dV,;i7t�y tillt.c Sri 201 C'..D COUNTRY PO.S i E 20-0 I 249 DAR1;1%VUiUE 2i1 NlcST N4.4Gi ST;.REET 2 NKVb/'i0*T1 l.ANF. `Ac 1;I1_LE,};'i 1t747 NEW YIDRh,NY10167 RIVE.RHEAD,tlY'11901 EAzZl'HAi*,l=TON,NY 11937 http://24.38.28.228/WebLink/PdfViewer.aspx?file=http°/u3A°/u2F°/u2...D1049836%26dbid%3DO%26repo%3DTownOfSouthold%26pdfView%3Dtrue Page 9 of 44 PDF.js viewer 1/7125,4:15 PM Page 2 of 12 SSA 483099-20 _1 PARCEL"A" Subject Premises District 1000,Section 117.00,Block 07.00 and Lot 031.000 DEED N.S.Ackerly&Son Company Dated: May 15, 1923 Recorded: May 31, 1923 to Llber: 1072 John E.Sullivan Page; 316 NOTE:Covers premises and more. DEED John E.Sullivan(unmarried) Dated: August 11,1928 Recorded: September 29, 1928 to Uber: 1383 Son-Rise Corporation Inc. Page: i01 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY,INC. Kathy RaiidatV' z/0 Executive Vice President Sworn to before me this I day of 202�L. Notary Public AL ICE(320RI'lAN Notary Public.State of Now York No,OIG06070980 C�ualin'ed in S�f`c?k Ccvn,'•S commission Expires mzird:n.20— — http://24.38.28.228/WebLink/PdfViewer.aspx?file=http°/n3A°/a2F°/u2...1049836%26dbid%3D0%26repo%3DTownOfSouthold%26pdfView%3Dtrue Page 10 of 44 PDF.Is viewer 1/7/25,4:15 PM Page 3 of 12 � 5SA-483099-20 PARCEL"A" Subject Premises i District 1000,Section 117.00,Block 07.00 and Lot 031.000 y PEED 1 Paul V. Reutershan as Deputy Treasurer of the Dated: L April 17, 1940 County of Suffolk,State of New York Recorded: April 19,1940 to Liber: 1180 Morrison G.Wines Page: 293 NOTE: Mary E. Wines, as surviving spouse and Executor under the Last Will and Testament of Morrison G. Wines died on June 9, 1969,Suffolk County Surrogate's Court File No.P944/1969. NOTE: Stephen F. Griffing,Jr_, Executor under the Last Will and Testament of Mary E. Wines,who died on March 3,1980,Suffolk County Surrogate's Court File No,91 P 1981. NOTE: Petition filed May 4, 1983 as Serial No. 294251., in the Matter entitled, "Anna Loria, Petitioner and The People of the State of New York and Stephen F.Griffing,Jr., as Executor of the Estate of Mary E.Wines, deceased, and the Attorney General of the State of New York, Defendants", requesting that an order be made directing the Registrar of the County of Suffolk to cancel Certificate No.6111 and issue a duplicate Certificate to Anna Loria direct. NOTE: Matthew J. Martin and Vincent P. Martin conveyed premises to Anna Loria, dated August 29, 1974 and recorded on Septarinber 4, 1974 in Liber 7707 Page 409. NOTE: Petition filed August 26, 1983 as Index No. 8695/1983 as Serial No. 296660, Certificate No. 120,742 directs the Registrar of the County of Suffolk to transfer the new Certificate of Title to Anna Loria. First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY,INC. Kathy Randazzcd / _) Executive Vice President Sworn to before me this a` day of 20,2j. ",r:L� C'E G 0 Notary Public \' N^ ltuz'r l: :1:ir'a*:I-r -fork I Io.01G0$07C9e?O Qualifiedin Sux'ioik Coun7p_y Co:tliirlssWn Expire Match II.^.��'4' http://24.38.28.228/WebLink/PdfViewer.aspx?file=http%3A%2F°/"2...1049836%26dbid%3D0%26repo%3DTownOfSouthold%26pdfView%3Dtrue Page 11 of 44 PDFJs viewer 1/7/25,4:15 PM Page 5 of 12 SSA-483099-20 PARCEL"A" Subject Premises District 1000,Section 117.00,Block 07.00 and Lot 031.000 LAST DEED OF RECORD Anna Loria,as Trustee of the Anna Loria and Dated: October 26,2010 Salvatore Loria Revocable Trust dated March 14, 1989 Recorded: November 17,2010 to Leber: 12643 Philip Loria Page: 326 CI �y First American Title Insurance Company (See fetter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. Kathy Randazzq / Executive Vice President Sworn to before me this I day of e.�C iN 4�_ 20a, . �i Notary Public . Notary Public.State of-New York No.01GQ60709eO 017,1:q^d in suf`013c Catui y Con,n„�iea,�;;,rr-1•:s•:h]1.7D�" http://24.38.28.228/WebLink/PdfViewer.aspx?file=http°/u3A°/u2F%2...1049836%26dbid%3D0%26repo%3DTownOfSouthold%26pdfView%3Dtrue Page 12 of 44 PDF.js viewer 1/7/25,4:15 PM Page 4 of 12 -- ' SSA-483099-20 - —� PARCEL"A° Subject Premises District 1000,Section 117.00, Block 07.00 and Lot 031.000 TORRENS CERTIFICATE Arthur J.Felice,Registrar,of the County of Dated: July 18, 1983 Suffolk Recorded: July 27, 1983 to Certificate No. 120,742 Anna Lorja Serial No. 296660 NOTE:Transferred from Torrens Certificate No. 6111, to the Suffolk County Clerk on July 13, 2001 under deed recorded In Liber 12129 Page 488. DEED Anna Loria,Joined by her husband Salvatore Dated: March 17,1989 Loria Recorded: May 16, 1989 to Libor. 10857 Salvatore Loria and Anna Loria,as Trustees of the Salvatore Loria and Anna Loria Revocable Page: 225 Trust dated March 14, 1989 First American Title Insurance Company (See letter annexed hereto.) ADVANTAGE TITLE AGENCY, INC. �f Ctii� ��•-2}tid.�L Kathy Randazzo ' Executive Vice President Sworn to before me this t&—+--day of Notary Pu �L��t::z--fit"':r ' • Notary PuS,f 1c,st:,Lc of New York Onar;t,.rt In Sufa),kl_'ountV http://24.38.28.228/WebLink/PdfViewer.aspx?file=http%3A%2F°/u2...1049836%26dbid%3D0%26repo%3DTownOfSouthold%26pdfView%3Dtrue Page 13 of 44 PDF.ts viewer 1/7/25,4:15 PM 617.20 Appendix B . Short Environmental Assessment Form Instructions for Comoletina �r aiii; 1 ::.Lt fart 1-Project Reformation. The applicant or project sponsor is responsible for the completion of Part 1.-Responses—— bernme mmof theapplicaeton for approval or funding,are subject to public review,and may he subject to further verification. t�t;IYi,�t�`�.°-�>!t:�cn wn inf4n2attt�n t1.�:I`.'-r'?t44'7si'G11Ct7:i'. rfadd.7ir.�,a1 taesearh OrlRVt.��iiaaliL'n?iiott�i�lrt'r:�2d�u'to.isliy' r spcad to airs e1em,please answe as thotaugGly as possible based on cunt rrC infe�vtation. Complete,all items in Part 1. You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1-Project and Sponsor lnronnation Nam OF Action or Project: {'1 t\t 1 Coif t(� — ��d t-A � �Q:xv'i\ ' 9(_'\ ,r_ Project L//oocattion describe,and attach a location mapp): V [' r o Fv�f BrieMescoption ofProposed Action: i CorY��v�,L C/V'i�, �0./Yv-t 1ti/ `Ce-:���✓'r�C� 'pz'{' 0.'�t� Cl�6�S_ Name of Applicant or Sponso. _ Telephone: I �C�L 0t c% �ZZQ yYt7 E-Mail: K� `J ctiC-1 GZZ0. efuo LOU" rb ot Address: 1.Does the proposed actio only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description ofthe intent ofthe proposed action and the environmental resources that N may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency s)name and permit or approval: +tJ � Qz( Cf�a6 ttQ l.�e l 3.a Tota acreage of the site of the proposed action? aILI acres b.Total acreage to be physically disturbed? a QZLi acres c.Total acreage(protect site and any contiguous properties)owned t or eoraatted by the applicant.or project sponsor? d �, acres 4. Check nll land uses that occur on,adjoining and necr the proposed action. [}Urban ❑Rural(wan-agr%culture) lg Industrial []Commercial Residential(suburban) ❑Forest ❑Agriculture ❑Aquatic 00ther(specify): CIParkland Pagel of 4 http://24.38.28.228/WebLink/PdfViewer.aspx?file=http%3A%2F%2...1049836%26dbid%3DO%26 repo%3DTownOfSouthold%26pdfView%3Dtrue Page 14 of 44 PDF.is viewer 1/7/25,4:15 PM 5. Is the proposed action, ;, NO YES N/A a,A permitted use under the zoning regulations? ❑ '® ❑ b.Consistent with the adopted comprehensive plan? ;'❑ ❑ 6 I s the pro?sed action consistent with the predominant character of the existi i g built or natural NO YES andscap �: KM 7. is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? "NO YES If yes.idea6fY...^ __.-- __-..� �— l'�.l ❑ 8. a.Will the proposed action result in a substantial increase in traffic above present levels? NO YES 0 ❑ b.Are public transportation service(s)available at or near the site of the proposed action? ® ❑ c.Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? 10 ❑ 9,hoes the proposed action meet or exceed the state energy code requiremerits? NO YES If the proposed action will exceed requirements,describe design features and technologies: 10, Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water:�_._— ______ __ ❑ 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,des ribe method for providing wastewater treatment:oe UD 'Sc l G —�/1M � � �❑ 12. a.Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? R ❑ b.Is the proposed action located in an archeological sensitive area? 13,a.Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wedlands or offier waterbodies regulated by a federal,state or local agency? b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? Q ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres:-_.._. __ u a 14. idetrtiify the typical habitat types that occur on,or are likely to be found on the project site. Check all that apply: NShoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional [Q Wetland ©Urban ❑Suburban 15.Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? A ❑ V6.IV*v%pso3ect site keated in the 100 yens flood plaint NO YES 17.Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ++ (�7 a-Will storm water discharges flow to adjacent properties? [RNO [:]YES J b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? if Yes,briefly describe: [INO. OYES u ...-�r Y— -------- 1— Page 2 of 4 http://24.38.28.228/WebLink/PdfViewer.aspx?file=http%3A°/u2F%2...1049836%26dbid%3DO%26repo%3DTown0fSouthold%26pdfView%3Dtrue Page 15 of 44 PDF.is viewer 1/7/25,4:15 PM b$.y 1� n>^t► it ad&oansuuetiort or other activities that resuft in their fri r,ti�r t a: AfO `l'ES VAgerortz�*=t-�T6&(e g.rdcritioe pond,waste lagoon,dam)? IfYc 11 r, � and size ._�. 0 ❑ }g Ha ihtsAt:oftbte pmposed Mott or an adjoiningptoperty been the location of an active or closed NO YES sts3 dwmie managementficility? If Yes,dcscn1be: El 2ix Hu(k ett;of the proposed action or an adjoining property been the s66jeci of reinedlallon(ongoing or NO YES cmulikted)fnr hazardous waste? ICYes,desci ibe- M4.❑ " I AFFIRM TI AT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE () Applicant/ t", M0JX1"-4PL, :P iC , SA �t-c:t..6v�i 1(�,T�, Date:Signature _..___....__ .__. ..._.._ Part 2-Impact Assessment. The Lead Agency is responsible for the completion of Part 2. Answer all of the following questions in Part 2 using the information contained in Part 1 and other materials submitted by the project sponsor or otherwise available to the reviewer. When answering the questions the reviewer should be guided by the concept"Have my responses been reasonable considering the scale and context of the proposed action?" No,or Moderate~ small to large impact impact may may occur occur 1 Will the proposed action create a material conflict with an adopted land use plan or zoning s reguisrticros' ElE I__t 2. Will the proposed action result in a change in the use or intensity of use ofland? ❑ ❑ 3. Will the proposed action impair the character or quality of the existing community? ❑ ❑ 4. 'l ill Yne.proposed action have an impact on the cnvironmentat characteristics that caused the El ❑ establishment of a Critical Environmental Area(CEA)? 5. Will the proposed action result in an adverse change in the existing level of traffic or ❑ ❑ affect existing infrastructure for mass transit,biking or walkway? 6. Wifl the proposed action cause an increase in the use ofenergy and it fails to incorporate i—'� ❑ reasonably available energy conservation or renewable energy opportunities? El 7. Will the proposed action impact existing: ❑ ❑ a.public/private water supplies? b.public/private wastewater treatment utilities? ❑ ❑ S. Will the proposed action impair the character or quality of important historic,archaeological, ❑ ❑ architectural or aesthetic resources? 9. Will the proposed action result in an adverse change to natural resources(e.g.,wetlands, ❑ ❑ waterbodies,groundwater,air quality,flora and fauna)? Page 3 of d http://24.38.28.228/WebLink/PdfViewer.aspx?file=http%3A%2F°/u2...1049836%26dbid%3D0%26repo%3DTownOfSouthold%26pdfView%3Dtrue Page 16 of 44 PDF.js viewer 117/25,4:15 PM No,or -Moderate small to Inrge impact impact may may oeear occur 10. Will the proposed action result in an increase in the potential for erosion,flooding or drainage a D pmhta:.s? _ i 1. Will floe proposed action create a hazard to environmental resources or human health? Q Part 3-Determination of signiticatnce. The head Agency Is responsible for the completion of Part 3. For every question in Part 2 that was answered"moderate to large impact may occur',or if there is a need to explain why a particular element.of the proposed action may or will not result in a significant adverse environmental impact,please complete Part 3. Part 3 should,in sufficient detail,identify the impact,including any measures or design elements that have been included by the pm}ectsponsor to avoid or reduce impacts. Part 3 should also explain how the lead agency determined that the impact may or-M1.1 not be significant.Each potential impact should be assessed considering its setting,probability of occurring, duration,irreversibility,geographic scope and magnitude. Also consider the potential for sh I,ang-term and cumulative impacts. ❑ Check this box if you have determined,based an the information and analysis above,and any supporting documentation, that the proposed action may result in one or more potentially large or significant adverse impacts and an environmental impact statement is required. Check this box Ifyou have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. Town of Southold-Board of Trustees _ J^ Name of Lead Agency Date President _ Print or TypeName of ResponsiblB Officer in Lead Agency Title of Responsible Officer Signature ofI'Lesporisible Officer in Lead Agency Signature of Prepater(if different from Responsf fe Ofiimr) f PRINT Page 4 of4 http://24.38.28.228/WebLink/PdfViewer.aspx?file=http%3A°/u2F%2...1049836%26dbid%3D0%26repo%3DTownOfSouthold%26pdfView%3Dtrue Page 17 of 44 PDFJs viewer 1/7/25,4:15 PM Town of Senfdaegd LWR'CQXS�sE'T C-YAS81FSS14l EIgTFORk iJ A. MMUCI{'itOWS 1. All applicants for permits` including Town of Southold agencies, dc? F for proposed actions that are subject to the Town of Southold Waterfront Consistency ReviewLavi. This assessment is intended to supplement other information used by a Town of Southold agency in rnaldng a'determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization, Program. A proposed action vAU be evaluated..as •to its sib Mcanl beneficial and adverse effects upon the coastal atea(which includes all of Souhold Toym). 3. If any question in Section C on this form is answered"yes" or`Sao",then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, egeh answer must be exWF&M in detanh Ustin,bothbuMparfiaae and nom- smigorting-facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall n!3 be undertaken. A copy of the LWRP is available in the following places:online at the Town of Southold's website(southoldtown.northfork,net),the Board of Tnastees Office,the Planning Department,all local libraries and the Town Clerk's office. B, gDMCRIPTION OF SYTE AND PROPOSED ACTION SC°i['W, 1� .- --. PROJEc'r 1�TAi►/i� \0 `�c The Application has been submitted to(check appropriate response): Town Board ® Planning Board[I Building Dept. E3 Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): �{----yy (a) Action undertaken directly by Town agency(e.g.capital LJ -c msbucbor,pUmnng activity,agency regulation,land transaction) El (b) Financial assistance(e,g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action.: http://24.38.28.228/WebLink/PdfViewer.aspx?file=http°/u3A°/u2F°/u2...1049836%26dbid%3D0%26repo%3DTown0fSouthold%26pdfView%3Dtrue Page 18 of 44 PDFJs viewer 1/7/25,4:15 PM e Location of action: FNq ad•2f,D Site soreagf;: .1 -y I Present land use; q C.('A � I � Present zDning classification: rl I 2, if au application for the proposed action has been filed with the Town of Southold agency,,- ie--ffllowing information shall be provided: (a) Name of applicant: (b) Mailing address: �`� V,-"SO)-, � J (c) Telephone number:Area Cade( .) 't s I k► (d) Application number,if any: /)/A Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes El NoN If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Beat Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLIO Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open apace,makes efficient use of in bastructure,makes beneficial age of a coastal location,and mina nines adverse effects of development. See LWRF Section III—Policies;Page 2 for evaluation criteria. NYes .Q No Q Not Applicable tIN, kos.,Ad, e 2kJ u'b rJ,Yti4 Attach additional sheew if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section M—Policies Pages 3 through 6 for evalaaaflon criteria Q Yes 0 No M Not Applicable http://24.38.28.228/WebLink/PdfViewer.aspx?file=http%3A%2F%2...1049836%26dbid%3DO%26repo%3DTownOfSouthold%26pdfView%3Dtrue Page 19 of 44 PDF.js viewer 1/7/25,4:15 PM Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section ffi—Policies Pages 6 through 7 for evaluation criteria Yes [:] No❑ Not Applicable a ta� 2 5 • a�� l �� • e le.� � u � Attach additional sheets if nec wry NATURAL COAST POLICIES Policy 4. Minimize Ross of life, structures, and natural resources from flooding and erosion See L" Section III—.policies Pages S through 16 for evaluation criteria Yes [] No ID Not Applicable i� S ?Sit' �1 O .�'M1t\\ti\ 4 � 0.G �J•fY'� p...�� 2r. g ar Attach additional sheets ifaccessary Policy 5. Protect and improve water quality and supply in the Town of.Southold.See LWRP Section M —Policies Pages 16 through 21 for evaluation criteria N Yes El No ❑Not Applicable i�— .� ro` V" Attach addi 611 sheets Waccessary Policy 6. Protect aud restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III Policies;Pages 22 through 32 for evaluatiom criteria. l d ❑ http://24.38.28.228/WebLink/PdfViewer.aspx?file=http°/`3A%2F°/u2...1049836%26dbid%3DO%26repo%3DTownOfSouthold%26pdfView%3Dtrue Page 20 of 44 PDF.js viewer 1/7/25,4:15 PM Ycs No Not Applicable � � -� 11 11(1vU �C �. : c-t, G^• '21ct� t� �aYe. 1vlC. �� riJprhC D oil Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LW" Sce iowM— Policies Pages 32 through 34 for evaluation criteria. Yea ❑No[] Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies;Pages 34 through 38 for evaluatiop criteria. Yes Q No CQ Not Applicable 'T PUBLIC COAST POLICIES Policy 9. Provide for public access to,and reenm6on al use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies;Pages 38 through 46 for evalua6n criteria. El YeFl No 19 Not Applicable a'vZCk ��l�c R V. tVti� Ac At wh addtdanai sheets if necessary http://24.38.28.228/WebLink/PdfViewer.aspx?file=http°/u3A°/u2F°/u2...1049836%26dbid%3DO%26repo%3DTownofSouthold%26pdfView%3Dtrua Page 21 of 44 c PDF.js viewer 1/7/25,4:15 PM { I r �r CVT TM � r3 Cr t L t p:may: rt [ d �� e c 5 r e t 1 fi'� ' 4 s h a t FN use x + tzR, y✓..i^..c +. -a: .ra,. m*s .^ .rr:z 2ae ,k& f ��',�` ez`,�'��Sr'� E 4.-#' ,�d x _L •? i�° r t�s�Y�`.,te3,� e$ fi'tr e ,� y LDDV—IWCO IQ0ZrK http://24.38.28.228/WebLink/PdfViewer.aspx?file=http%3A%2F%2...1049836%26dbid%3DO%26repo%3DTownOfSouthold%26pdfView%3Dtrua Page 22 of 44 PDF.js viewer 1/7/25,4:15 PM A4 i p P 1 J pppppp,, q Mn- i, ([ �� y •.�.'..,Q fir ' .•,� ���'X�•{{{; '� j4 r y ...may 'xi-'t' ='4' a=•`,� � �yam, ��,._ � ti - . Ji je 1 I , ,4 a •g. `,. i 4 f.. L{�D{LillGa 4JO'El to - ERS-f S,mL- http://24.38.28.228/WebLink/PdfViewer.aspx?file=http°/u3A%2F°/u2...1049836%26dbid%3D0%26repo%3DTownOfSouthoId%26pdfView%3Dtrue Page 23 of 44 PDF.js viewer 1/7/25,4:15 PM , A Kf ,__ mom, "'•c" * �-•f„�..:�.�.,a _ A 3� d`-, �'�`' -�. ix'�" ,„,afi*,, �'�''3�-'die� ns� �r -�r�,z�� -�-�:, ^. �" � +�r•`Y.� s ittp://24.38.28.228/WebLink/PdfViewer.aspx?file=http°/u3A°/n2F°/u2...1049836%26dbid%3D0%26repo%3DTownOfSouthold%26pdfView%3Dtrue Page 24 of 44 PDF.js viewer 117/25,4:15 PM l � g .� VZ s TRIV �% r x 9 1 C44R t k� Y S y � I fiNP � ittp://24.38.28.228/WebLink/PdfViewer.aspx?file=http%3A%2F%2...1049836%26dbid%3D0%26repo%3DTownOfSouthold%26pdfView%3Dtrue Page 25 of 44 PDF.js viewer 1/7/25,4:15 PM I Nh h J%f�` 59 Xe 4 P http://24.38.28.228/WebLink/PdfViewer.aspx?file=http°/u3A°/n2F°/u2...1049836%26dbid%3D0%26repo%3DTownOfSouthold%26pdfView%3Dtrue Page 26 of 44 PDF.js viewer 1/7/25, 4:15 PM i Board of Zoning,Appeals.Application l AUTHORIZATION (Where the Applicant is not the Owner) 4Y-� ox 1. residing at �S (Print properly owner's name) (Mailing Address) l' k� ]U i do hereby authorize 1 0.`� U)" 1�1-1 , �pY 1 � ,���1��to apply for variance(s)on my behalf from the Southold Zoning Board of Appeals. (Owr1 is igtlature) (Print wner's Name) ittp://24.38.28.228/WebLink/PdfViewer.aspx?file=http%3A%2F%2...1049836%26dbid%3D0%26repo%3DTownOfSouthold%26pdfView%3Dtrue Page 27 of 44 PDF.js viewer 1/7/25,4:15 PM f-. I. AGEN•IYIaiPRGSEN'I'A'T1VIi TRANSACTIONAL DISCLOSURE FORM Th-Town.._f Southntd'c Codo of I•:thies pr,;oh(bils rmdlfet%of htlerest on iQr cart i town officer.:mrl esntdnsr.cs.The urn mse or tilk Corn,is to ilrnvidr in(urm:rli_ou'06d,r:nyalerl the Inwn�+f tu+sably cr,onicls nrintrrr5l mud:dlan•it n+n,itc u•hate�•er action is necesclry In uvnkl mine. _ YOUR NAME: YVtA-CL- 'o(Yd (Last name,first name,middkAdtia unless you are npplAhr.In the name u outeune else or other entity,inch Asa camp any.If in,Indicate the other person's or company's name.) TYPE OF APPLICATION:(Check all that apply) Tax grievance Building Permit — Variance Trustee Permit Change of Zone Coastal Erosion Approval of Plat Mooring Other(aetivlty) _ _� Planning _ Do you personally(or through your company,spouse,sibling,parent,or child)hit vc.a relationship with any officer ar employee of t)te'1'own of Southold?"Relationship"includes by blood,marriage,.or business Interest.1 Ilusluess interest"means a business,Including n partnership,in which the town officer ar employee Ills eve"a partial ownership of(ar employment by)a corporation In which the town officer or employee owns more than 5%of the shares. YES NO � If No,sign and date below.If Ycs,complete the balance of this form and date and sign where indicated: Name of persou employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicauUageni/representative)and the town officer or employee. Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner orgreater that 5%of the shares of the corporate stock of tho applicant(when the applicant Is a corporation) B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant Is not a corporation) _Q an officer,director,partner,or employee of the applicant;or D)the actual applicant DESCRIPTION OF RELATIONSHIP Submitted Ili day �s< 1,20 / Signaturc._ Y y Print Name Pu t G�eAtZ ( U�2� Q p http://24.38.28.228/WebLink/PdfViewer.aspx?file=httpn/o3A%2F%2...1049836%26dbid%3DO%26repo%3D Town 0fSouthoId%26pdMew%3Dtrue Page 28 of 44 PDF.js viewer 1/7/25,4:15 PM APPLICANT/AGE RESENTATIVE TRANSACTIONAL DISICLOSURF,FORM n Cade n i i 'ts ntlic f i rst on t o t t ThaTotv 1a T sc o is this i'orm[s to nI 4,de mforrmtion which can alert the tovm ofnn s1Ulc conflict,ofiiacrest and allow it to lake whatever ac toe nCrr r to ayOfd�,': SIIriFC,•� , YOURNA&' 0 (Last aline,fi u ms,4iiddle uutiat,unless you am applying io me.name of someone else or other eatity,such as d company.If so,"Cato the oiler persons or compsey's name.) NAME OP APPLWAVON:(t meek ail that soply) Tax grievance Building ariance -- Trustee V Change ofZone Coastal Erosion Approval ofplat Mooling Pxcmpdon.from plat or official map- Planning ether (If"Other.",mantra tile acdvlv.) Do you personally for through your compuoy,spouse,sibling,parent,or child)have a relationshiplvilh eny officer or employee of the Towtn of Southold? "Reladonshlp"includes by blood,marriage,or business interest."Business interest"means a business, Including a partnership,in which the town ofrW,.r or employee has even a partial ownership of(or ennploymcnt by)a corporation in which the town officer or employee owns more than 504,of the shares. Yes _ __ _ NO lfyou,answered"YES%complete the balance ofthia form and date and sign where indicated. Name eXpersm employed by the Town of Southold Title brposiuon ofthat person describe the relationship between yourself(die applicant/ageaUreprrscritativo)and ft town officer or employe+,.Either check tl�ap�toisri a 1'ma A)through D)andlor describe in the space prolIda The town officer or employee or his or her spouse,sibling,parent,of child is(check all that apply): A)the owner of greater than 5e.14 ofthe shins of the eagwrate Omit of the appllapat (v:bcn the applicant is a corporation); B)the legal arbaneficial otwngr of any interest Ina non-eognorate entity( the applicant is not a corporation); C)an ot`i'rear,dire(or,partner,oremplo)vc ofibcOpplir anf;or D)the actual applicant. DESCMMON OF RELATIONSHIP Submitted thi �l By a 4t( 20-zr—) Signature Print Name : U x iA Form TS I http://24.38.28.228/WebLink/PdfViewer.aspx?file=http%3A%2F%2...1049836%26dbid%3D0%26repo%3DTownOfSouthold%26pdfView%3Dtrue Page 29 of 44 PDF.js viewer 1/7/25,4:15 PM • a TOW N OF s O vTxoin,NEW soxs DATE.Aagtrist••14,1975 ACTION OF TAF. ZO?2YQ SOARn OF APPEALS , Appeal No, 2065 Dated June 24, 1975 ACTION OF THE ZONING BOARD OF APPEALS OF THE TORTE OF SOUTHOLD „ To Stephen F. Griffing r Jr.,'Esq. A,(ellant a/c Anna Loria First Street New Suffolk, New York at a meeting of the Zoning Board of Appeals on Public Hearing: July 24, 1973he appeal was considered and the action Indicated below was taken on your Decision: August 14, 1975 ( ) Request for variance due to lack of access to property ( ) Request for a special exception under the Zoning Ordinance (X) Request for a variance to the Zoning Ordinance ( ) 1. SPECIAL EXCEPTION,By resolution of the Board it was determined that a special exception ( ) be granted ( ) be denied pursuant to Article ....................Section Subsection paragraph I............ of the 'Zoning Ordinance and the decision of the Building Inspector ( ) be reversed ( ) be confirmed because 8:30 P.M. (E.D.S.T.) , July 24, 1975, upon application of Stephen F. Griffing, Jr., Esq. a/c Anna Loria, First Street, New Suffolk, New York, for a variance in accordance with the Zoning Ordinance, Article III, Section 106-•30 for permission to use land for parking. Location of property: east side First Street, New Suffolk, N. Y., bounded on the north by A. Levesque & Wf.; on the east by Peconic Bay; south by now or formerly A. Wood; west by First Street. Fee paid $15.00. 2. VARIANCE.By resolution of the Board it was determined that (a) Strict application of the Ordinance (would) (would not) produce practical difficulties or unnecessary hardship because SEE REVERSE (b) The hardship created (is) (is not) unique and'(would) (would not) be shared by all properties alike in the Immediate vicinity of this property and in the same use district because SEE REVERSE (c) The variance (does) (does not) observe the spirit of the Ordinance and (would) (would not) change the character of the district because ' SEE REVERSE and therefore, It was further determined that the requested variance ( ) be granted ( ) be denied and that the previous decisions of the Building Inspector( ) be confirmed( ) be reversed. SEE REVERSE APPROVED qlS I BOARD O' APPEALS FORM ZB4 Cnal iaar, oard {it App als (/ 8*ue' n Marjorie McDermott, Secretary http://24.38.28.228/WebLink/PdfV!ewer.aspx?file=http°/u3A°/u2F°/u2...1049836%26dbid%3DO%26repo%3DTownOfSouthold%26pdfView%3Dtrue Page 30 of 44 PDFJs viewer 1/7/25,4:15 PM After investigation and inspection the Board finds that the applicant is requesting permission to use land at E/S First Street, New Suffolk', N. Y. for parking purposes in conjunction with his business. The Board finds that the applicant has greatly improved the lot under application. The Board is 'of the opinion that this would assist in the management of traffic in this area. The Board finds that strict application of the Ordinance would produce practical difficulties or unnecessary hardship; the hardship created is unique and would not be shared by all properties alike in the immediate vicinity of this property and in the same use district; and the variance will not change the character of the neighborhood, and will observe the spirit of the Ordinance. THEREFORE IT WAS RESOLVED, Stephen F. Griffing, Jr., Esq. a/c Anna Loria, First Street, New Suffolk, New York,be GRANTED permission to use land for parking, as applied for on property located on east side of First Street, New Suffolk, New York, subject to the following conditions: (1) That a buffer zone of ten (10) feet be provided on the northerly boundary. (2) That the proper barriers be provided to assure that the ten (10) ft. buffer is implemented. Vote of the Board: Ayes:- Messrs: Gillispie, Bergen, Grigonis, Hulse. x i2EC; IVED AND FILED BY PIKE 80( TRDLD TOG,'11 C:LLpjC a.o1S. V, 8oufh —_, old http://24.38.28.228/WebLink/PdfViewer.aspx?file=http%3A°/u2F%2...1049836%26dbid%3DO%26repo%3DTownOfSouthold%26pdfView%3Dtrue Page 31 of 44 PDF.js viewer 1/7125,4:15 PM r' Michael J.Domino,President �� �7�W ' Town Hall Annex 54375 Route 25 John M.Bredemeyer III,Vice-Presidents � + P,O Box 1179 Glenn GoldsmithSouthold,iVew York 1 �I94 - A.Nicholas Krupski Telephonp(631)765-1892 4' Greg Williams Pay(631)7G5.6G1 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.. 9674A Date of Receipt of Application: September 6,2019 Applicant: Philip Loria SCTM#: 1000-117-7-31 Project Location: 1090 First Street, New Suffolk Date of Resolutionlissuance. November 13, 2019 Date of Expiration: November 13, 2021 K V IS-a +0 Ny: 80arld of Tr uwtvvv Project Description: As-built re-sheathing of 105' of timber bulkhead with vinyl with an 8'return on the southeast comer; replace dead-men and all hardware with hot dipped galvanized hardware; bulkhead to be capped with 2"CCA wood. Backfill with 60 yards of clean sand from an approved source.All work to be done on the landward side of the bulkhead. Findings: The project meets all the requirements for issuance of an.Administrative Permit set forth in Chapter 275 of the Southold Town Code.The issuance of an Administrative Permit allows for the operations as indicated on the.survey prepared by Contractors' Line&Grade South LLC, last dated October 25, 2019 and stamped approved on November 13, 2019; and the project plan prepared by Philip Loria, received on September 6, 2019 and stamped approved on November 13, 2019. Special Conditions: To establish and perpetually maintain a 10'wide non-turf buffer landward of the bulkhead. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90) calendar days of issuance of this permit. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Michael J. Domino, President Board of Trustees http://24.38.28.228/WebLink/Pdfviewer.aspx?file=http%3A%2F°/a2...1049836%26dbid%3DO%26repo%3DTownOfSouthold%26pdfview%3Dtrue Page 32 of 44 s a � T N N A < (+1 N N (D PO f� O' 7 V a C , (D N N J � e It PjA---t- o ct:�a. -n has koeen Otsued f. o, Aco yam+ ( ss: N i{CD .115 car S Jo ' " : lf " �.f to A '• 0 C _S` 1�; �. ` Jet 41 S -d jet. _. o o / N Q) W undeirthe 5, nvironlimentcol Conservafle,) n L a vr0 0 - 2 ( fldul Wei ill s) 0 Arfide 25 , Tifle 0 o s o r. 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M, .AN6.,40K TOWN: W-AT-O •A€ D 1�09LIG LANDS and •the l-A�lEL-Wv 0-'H9R•MAT- ERIALS Fl bM- m '.;•�...-.rem:{7:.:+w.M•Wr �1 lh.. i•Z 0 ! •' 6 r� ..'� .•-��l=y:�" 4t. i:A,PIDS t�Ni7lfi it7�t!!N VWJ�f =} :arte3 i�'accor�aet,�b v.�, . .L. s 'esoiui'iair,of•3he B ard'adopke4:.&# a'meeti g held.tst> ....7.1. 9,1.9. ;.... r' d in cc or atiorr of•the.sued aft$........ . :........_ pa,d by - an .i.. 93"'................................:. ....................... ............................t............_...,........_ ......................; t N. Y. and subject to tha r end: .Canditians 'listed bn the 'reverse side lieraof, of Sou66ld-Town trustees auTn9ei7 a airy'+ r«+ram' rax. 100' of timber Y4 . storm bamage Permit to construct, ap�p-: � -,Ranking along leigh water line,,and apgrox. 79 c.y. of'clean. " �, ac>,decl� Facoxxic flay ",,�:; • ell in accordance with the detailed speelflc4tions as presented in the'originating.application. . e "`�r:c- :c - 'tO Vi i�Til lei i•.sv �r"�:1�'�i-��r "Vhr..A,aiy BCu4 of T!•uaf9QJb.kdre' by causes its Corporate Seal,to be 'affixed, and these presents to 1. be subscribed by a 'malority of the said Bcard,as.of,this date.. 1r r i 4. 14 :,&• .;?N':"'.frY`.n'o't..[�f' :as_�.��-:��i.�-."�� 'aF .i 'issnr- 'T'F`y' ` r y �r r 1 h �dv air • ,� .g � �` 1 1, ? r. 4�Te+..a. t '� ��5+�ie'hry-- L � x•'�-'rE � � g � F� � t http://24.38.28.228/WebLink/PdfViewer.aspx?file=http%3A%2F%2...1049836%26dbid%3D0%26repo%3DTownOfSouthold%26pdfView%3Dtrue Page 34 of 44 s II 7n T N N A � W , CD 90 RE Cr STREET { VILLAGE I DISTRICT i SUB. I LOT OWNERCL . ...... I ACREAGE f y ,I;s t �,t` i ErM_;'_-ri �- -.W +�� TYPE OF BUILDING i IIIf1#�' f z.1 � /s c a a � .r°d v 1 (� ! l�..--.- ! - 1� i COMM. IND. CB. MISC. 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ZINI soNF YD 1090 FIRST STREET 12AMS04 Sri Cn 0 WWU M PrXM 0)0-,Z IS ,;W 194 0 -A!4 TOW OF SOUTEffOLD RM MYM BY AL NA129M.M(DAIM.&%-24-71M) to 7 m COUNTY OF SUFFOLK 0 LIKE AND CRADE SURVEYORS, D P.C. m EI 0 STATE OF jVE)F YORK 23 Nepperhon A Wme lmert o Elmsford, New York W523 5flos" SCALE' I-= 20- ry pj Ph c, (914)J47-J141 0) of p1cv§?1necnd=detnc LAND SSANDLAHMENT BETEL Date.- OCTOBER 24, 2017 CADITS'L04E&MADE SOM AN light.OWipt 2020-r*Yn?A a-W-M fti U6.RRST Snfs,%2-W--q—y BA5EJdn CD o to 0 2 CD (D s v v T N N A W (D W N Cp N � 19, v " P E C 0 N I C BAY ZFNEW BY GO BB LC ra La n Ss -� -B6tot exzs A -ty, a --�- S36v40,w of Le a 130'(9JRt5Y) 50131`32'E BIXIiIiUD n/56' aw- I� o' k p a23Yt6'x 81.1f(s;6ttEYj IDP( ^ - SDavB'001 F 252'(91RYEt'} /'U.74'(T,MEY) rY rYli Tlw 2f d5005A d Certified,as noted and fanited below,only to: -0 sr3yapMlT �,ml_zst LAND u! 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R-22-0751 —Property of Loria Property Location: e/s/o First Street, 100.37 ft. n/o King Street, New Suffolk—t/o Southold SCTM No. 1000-117.00-07.00-031.000 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 truly urs, John So e , P.E. Chief P c Health Engineer Chair Card of Review Enclosure Cc: Board of Review File—Yaphank Mr.Edward Lyons—Reviewer Mr.Andrew Freleng-•SC Planning Department Town of Southold Planning Department Mrs.Karen Hoeg Mr.Philip Loria .Division Of Environmental Quality♦ Board Of Review♦ 360 Yaphank Avenue,Suite 2B Yaphank NY 11980. Phone(631)852-5801 Fax(631)852-5825 PnblicHealth Prevent.Promote.Protect. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL QUALITY BOARD OF REVIEW ARTICLE 2,SECTION 220,SUFFOLK COUNTY SANITARY CODE To: Gregson H. Pigott, MD, MPH,Commissioner From: John Sohngen, P.E., Chair, Board of Review Subject: Findings and Recommendations of the Review Board Regarding: R-22-0751; Property of Loria—e/s/o First Street, 100.37 feet n/o King Street, New Suffolk —t/o Southold SCTM No. 1000-117.00-07.00-031.000 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 surface waters be at least 100 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 100 ft. from surface waters. Residential Construction Standards require that the distance between innovative and alternative onsite wastewater treatment systems (I/A OWTS) and effluent pump station to surface waters be at least 75 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 I/A O..WTS.and effluent pump station are less than 75 ft. from surface waters. Findings and Facts 1. The applicant is proposing to construct a new single-family dwelling on a vacant parcel having an area of 6,962 square feet(sf). The dwelling will have a maximum of 3-bedrooms. 2. The parcel is located in Groundwater Management Zone 4. 3. The proposed leaching structures and expansion leaching structures will be located 61.8 ft. and. 54.8 ft.from surface waters respectively where 100 ft. is required., 4. The proposed.VA OWTS and effluent pump station will be located 54.7 ft.and 57.6 ft. from surface waters respectively where 75 ft.is required. 5. The proposed dwelling will be located 31.3 ft.from surface waters. 6. The parcel is depicted as a single lot on the 1981 tax maps. Gregson H.Pigott,MD, MPH, Commissioner Hearing Date: October 19, 2023 Subject: Findings and Recommendations of the Review Board Regarding: R-22-0751; Property of Loria— e/s/o First Street, 100.37 feet n/o King Street,New Suffolk--- t/o Southold SCTM No. 1000-117.00-07.00-03 1.000 7. The new sanitary system will consist of an innovative and alternative onsite wastewater treatment system (I/A OWTS), an effluent pump station and one pressurized shallow drainfield (PSD) row with room for 50% expansion of the drainfield. The PSD will have a length of 34.0 ft 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 Fuji Clean CENS unit. The Fuji Clean CEN series have received General Use approval from the Department. 9. Soils conditions are acceptable, with 0 to 3.0 ft. of mixed sand and loam, 3.0 ft. to 5.0 ft. of Clayey Sand, 3.0 to 5.4 ft. pale brown fine sand, and 5.4 to 13.0 ft. of water in pale brown fine sand. 10. Groundwater was encountered at 5.0 ft. below grade at elevation 0.7 ft. The PSD will be 3 ft. above the groundwater elevation. 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 easterly towards Great Peconic Bay. 12. The applicant received a letter of no jurisdiction under the Tidal Wetlands Act for the proposal from the New York State Department of Environmental Conservation dated March 9,2023 (Application# 1-4738-04926/00001). 13. The applicant's attorney submitted a copy of a Board of Review variance decision dated May 21, 2004 for Department Ref. No. R09-03-0056 granting similar setback variances from a proposed sewage disposal system to surface waters to permit the construction of a single-family dwelling on a vacant parcel. The proposal was to install a conventional sanitary system, and the variances permitted the installation of the septic tank 36 ft. to surface waters and leaching pools 53 ft.to surface waters. Determination It was a 3 to 0 determination of the Board to grant the request for the variances for the location of the proposed new sanitary system with the following conditions: • The applicant submits a letter from the Town stating that the proposal meets Town Zoning or any other documentation, acceptable to the Department, verifying the proposal meets Town Zoning. The applicant shall submit a copy of the Town of Southold Board of Town Trustees Wetlands Permit or letter of no jurisdiction. Gregson H.Pigott,MD, MPH, Commissioner Hearing Date: October 19,2023 Subject: Findings and Recommendations of the Review Board Regarding: R-22-0751; Property of Loria— e/s/o First Street, 100.37 feet n/o King Street, New Suffolk— do Southold SCTM No. 1000-117.00-07.00-031.000 • The proposed expansion PSD row shall be installed at the time of initial construction of the new sanitary system. • Notification shall be made to the Department so that a representative can witness the soil removal and replacement operation as well as the sewage disposal system installation. e The property owner shall retain a licensed design professional to supervise and certify the site excavation,backfilling, and installation of the sanitary system. 9 The property owner shall be responsible to obtain a dewatering permit from the agency having jurisdiction, and comply with its terms if dewatering is necessary- to remove poor soils below the sewage disposal system. Although the separation distances between the proposed new sanitary system and surface waters are less than those required by standards, the structures have been located in the best possible location to maximize separation distances for the protection of surface waters. Furthermore, the system to be installed will include an innovative and alternative onsite wastewater treatment system with leaching capacity designed in accordance with current standards. 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 construct a dwelling and install an onsite sanitary system on the subject propetty. Rather, it is a determination on the specific variances requested, based upon factors noted in §760-612 of the Suffolk County Sanitary 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. December 7 ;,2023 ohnn,P.E. C d of Review *Note:All references to Article 6 of the Suffolk County Sanitary Code refer to the version effective December 1,2020. COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H.PIGOTT,MD,MPH Commissioner Melissa C Butler December 18, 2023 206 LINCOLN STREET Notice#: 5 RIVERHEAD, NY 11901 1090 FIRST STREET Tax Map: 1000117000700031000 Record ID: R-22-0751 Notice of Incomplete Application Melissa C Butler, This office has reviewed your application for the above referenced project. The following will be required prior to any further processing of the application for approval to construct: The Board of Review has approved your variance request. Prior to the issuance of a "Permit to Construct" the following will be required: 1) Town of Southold Zoning variance approval 2) Town of Southold Trustee's permit. To avoid delays in the processing/approval of your application, paperwork and documents should be submitted using the online portal. Electronic submission will ensure priority processing. Please note that alterations of surveys/plans must be made by a licensed design professional or surveyor and be properly certified. Photocopies of documents and penciled in corrections are not acceptable. Please do not hesitate to call (631) 852- 5700 with any questions. Regards, Edward Lyons Principal Public Health Sanitarian CC: JEFFREY BUTLER PHILIP LORIA DIVISION OF ENVIRONMENTAL QUALITY-OFFICE OF WASTEWATER MANAGEMENT 360 Yaphank Avenue,Suite 2C,Yaphank,NY 11980 (631)852-5700 1 Fax(631)852-5755 Page 1 of 1 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 5, 2021 RENEWED: February 5, 2024 AMENDED: February 5, 2024 RENEWED: November 22,2024 AMENDED: November 22,2024 TO: Karen Hoeg, Esq. (Loria) PO Box 9398 Riverhead,NY 11901 Please take notice that your application dated December 10, 2020: For permit: to construct a single-family dwelling on a pile foundation at: Location of property: 1090 First Street,New Suffolk, NY County Tax Map No. 1000 - Section 117 Block 7 Lot 31 Is returned herewith and disapproved on the following grounds: The proposed residential construction on this 6,170 sq ft lot in the MII District is not permitted pursuant to Bulk Schedule which requires a front yard setback of 35 feet and a rear yard setback of 35 feet. The plan shows a front yard setback of 4.3 feet and a rear yard setback of 24.2 feet Authorized §ignature 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. 117 4-0 73 --l°ar4-&eLlb a e4-10, re,6,0114-YU0 q- f►�-awe evopcm-e-oL ue�s rout(4-" cvtzhr odum -s8 os ` S6a.7 PVDPVSedE c vM 66 a/f )6p q Sco,a-.?0--- X')Cll �� �1�-1 � ► `�I��I , 1-0 /,p ego Lz/60*A 6� �cd Hess r-td ► .- ►1 6;k ELL A , G0 M � 06BOe43C c, %7 /4� Ftoesi 8— A.)EuO 6 ) g' fm BOARD MEMBERS rJ¢SQ Southold Town Hall Leslie Kanes Weisman,Chairperson �� UjyO 53095 Main Road• P.O.Box 1179 �� l0 Southold,NY 11971-0959 Eric Dantes UOffice Location: Gerard P.Goehringer GI Town Annex/First Floor,Capital One Bank George Horning �� ® �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider COI I ffri Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD TeL(631)765-1809•Fax(631)765-9064 September 18,2015 Frank Falino,Architect 16 Harbor Road Port Washington,NY 11050 RE:ZBA File#6773-Grella Dear Mr.Falino, -At the Zoning Board of-Appeals-Special meeting held on September 17,•2015,the-Board Members voted unanimously to rescind the resolution to re-open the hearing on Grella#6773. This decision was based on the information you provided in letters dated August 11, 2015,August 3,2015,and September 14,2015 with the attached revision to the garage doors and the architectural plans dated last revised 8/3/15 as pages A-0.0,A-1,A-2.1,A-2,A-3,A-4 and EX-1. The Zoning Board office will advise the building department to lift the stop work order,so you may proceed with this project. Since /Dol Leslie Kanes Weisman Chairperson/Department Head CC:Chief Building inspector Michael Verity Assistant Town Attorney Stephen Kiely /�y I BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��0�so Southold 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959, Eric Dantes Office Location: Gerard P.Goehringer y ac Town Annex/First Floor,Capital One Bank George Horning ® �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider l�CO Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS RECEIVED TOWN OF SOUTHOLD ax �' � Tel.(631)765-1809-Fax(631)765-9064 N V 1 3 2014 Southold Town.Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF NOVEMBER 6,2014 ZBA FILE: 6773 NAME OF APPLICANT: William F. Grella and Gary D. Osborn SCTM: 1000-117-7-30 PROPERTY LOCATION: 1200 First Street(adj.to Great Peconic Bay)New Suffolk,NY 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 referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 27, 2014, stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated Aug. 21, 2014. Based upon the information provided' on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed request for less than the required front yard setback of 35 feet, less than the code required rear yard setback of 35 feet, less than the code required single side yard setback of 10 feet, and less than the code required combine side yard setback of 25 feet are EXEMPT from Coastal Consistency Review.Furthermore, the request for proposed lot coverage of 38.2%where 30% is allowed by Code, and the proposed bulkhead setback of 21 feet where 75 feet is required by Code is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP. On September 16, 2014, the Board received an amended Notice of Disapproval, correcting the Zone District from R40 to MII. Based on the new Notice of Disapproval the setbacks and lot coverage changed as follows; a front yard setback required of 35 feet, minimum side yard setback of 25 feet, combined side yard setbacks of 50 feet and maximum permitted lot coverage of 30 percent. The new side yard setbacks are still exempt. However, the applicant has proposed a reduction of lot coverage from the existing 66.9%to a proposed 38.2%where 30%is allowed by code, an increase of the bulkhead setback from the existing 2 feet, to the proposed 21 feet, and the relocation and construction of a new county- certified septic system. Based upon these mitigating factors it is our recommendation that the proposed request for proposed lot coverage of 38.2% and the proposed bulkhead setback of 21 feet are therefore CONSISTENT with LWRP policy standards, and therefore is CONSISTENT with the LWRP. Furthermore, the proposed construction of more than the code permitted 2.5 stories is proposed to render the structure FEMA flood zone compliant, and is therefore CONSISTENT with LWRP policy standards, and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The applicant's property is a 3621 sq. ft. parcel in the MII Zone. The property has 3512 sq. ft. of buildable land. The northerly lot line is adjacent to a single-family dwelling similarly 'r Page 2 of 3—November 6,2014 ZBA#6773—Grella/Osborn SCTM#1000-117-7-30 located in the MII Zone. The easterly lot line abuts the waters of Great Peconic Bay. The southerly lot line is adjacent to a larger property currently serving as a boat yard also located within the MII Zone. The westerly lot line lies along First(l') Street.A large portion of the property is located in FEMA flood zone VE el 8,with almost all of the rest of the property located in FEMA flood zone AE el 6. BASIS OF APPLICATION:Request for Variances from Articles XXIII,XXU and III, Sections 280-56,280-116B and 280-14(Bulk Schedule)and the Building Inspector's August 7,2013, amended and renewed May 19,2014, amended June 2,2014,amended July 14,2014,Amended September 16,2014 Notice of Disapproval based on an application for building permit for partial demolition,reconstruction,additions and alterations of an existing single family dwelling,at; 1)less than the code required front yard setback of 35 feet,2)less than the code required single side yard setback of 25 feet,3)less than the code required combined side yard setback of 50 feet,4)more than the code permitted maximum lot coverage of 30%,,5)less than the code required bulkhead setback of 75 feet,6)more than the code permitted 2 stories. RELIEF REQUESTED: The applicant requests Six (6) variances to partially demolish, reconstruct, and make additions and alterations to an existing single family dwelling with 1) a proposed front yard setback of 3 feet, where 35 feet is required by Code; 2) a proposed 2.7 ft. side yard setback where 25 feet is required; 3)a proposed combined 13 feet side yard setback where 50 feet is required; 4) a proposed lot coverage of 38.2%, where a maximum of 30%is allowed; 5) a variance for a proposed bulkhead setback of 21 feet where 75 feet is required by code; and 6) a proposed building height of three (3) stories, where no more than two (2) stories are allowed by Code. ADDITIONAL INFORMATION: The file contains a document published Dec. 19, 2013 by the NYS Dept. of State, Division of Building Standards and Codes, and designated as a Uniform Fire Prevention and Building Code Technical Bulletin titled "Determination of Stories Above Grade in elevated One- and Two-Family Dwellings in Flood Zone Hazard Areas,"which was deemed to be inapplicable to this application in a related code interpretation (see ZBA File#6789).The file contains a Letter of Non-Jurisdiction from the NYSDEC dated Aug. 16,2013.The file also contains a letter submitted from a neighbor living on the opposite side of 1st St. who is objecting to the applicant's proposed project. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on Sept.4,2014,and on Oct.2,2014, 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&267-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. A single family dwelling is a permitted structure within the WI zone. The existing dwelling was constructed in 1962,without the need for any variances. The structure has a valid CO. The proposed partial demolition, reconstruction, additions and alterations to the existing single family dwelling will substantially reduce the current degree of non-conformance on this small lot. The subject structure must be elevated to FEMA requirements to protect the property. 2. _Town Law 4267-b(3)(b)(2).The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than with the grant of area variances. The existing structure was constructed in 1962, and is located on a small non-conforming parcel. There is no feasible conforming area on the parcel available to move the structure, even if it was feasible to move it. The new construction required to make the structure FEMA flood zone compliant cannot be done without the grant of variances. 3. Town Law §267-b(3)(b)(3). The variance granted herein for a front yard setback of 3 feet where 35 feet is required is mathematically substantial, representing+91%relief from the code. The variances granted herein for a single side yard setback of 2.7 feet where a minimum of 25 feet is required, and a combined side yard setback of 13 Page 3 of 3—November 6,2014 ZBA#6773—Grella/Osborn SCTM#1000-117-7-30 feet where a minimum of 50 feet is required are substantial, representing 89% and 74%relief from the code. The variance granted herein for lot coverage of 38.2% where 30% is allowed by code is substantial representing 27% relief from the code. The variance granted herein for a bulkhead setback of 21 feet where 75 feet is required by code is substantial representing 72% relief from the code. However, with the removal of the nonconforming decking and concrete planters,total lot coverage will be decreased from the current 66.9%, and the distance to the bulkhead will be increased from the current 2 feet. Moreover,there is no conforming area on this small parcel that is outside of the flood zone areas, or that is available to relocate the existing or the proposed reconstructed structure. In accordance with a related ZBA code interpretation in File#6789,dated Nov. 6,2014,a variance for a proposed non-conforming third story required to make the existing single family dwelling FEMA compliant, is no longer required. 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 will construct a new, county certified septic system. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code,and the applicable regulations of other Town, county,and state agencies. 5. Town Law 267-b(3)(b)(5). The difficulty 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. 6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a newly reconstructed FEMA compliant single family dwelling,while preserving and protecting the character of the neighborhood and the health,safety and welfare of the community. 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 Horning, seconded by Member Weisman (Chairperson),and duly carried,to GRANT, the variances as applied for, and shown on the survey drawn by John T. Metzger, Licensed Land Surveyor,last revision dated May 28,2014. Subject to the following conditions; CONDITIONS: 1.The stone and concrete retaining wall planters in the front yard shall be removed. 2.AC equipment will be relocated to the southern side of the structure,adjacent to the marina. That the above conditions be written into the Building Inspector.'s Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, 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, site plan and/or survey cited above, such as alterations, extensions, or demolitions, 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. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase'the degree of nonconformity. Vote of the Board.- Ayes. Members Weisman (Chairperson), Schneider, Horning, Dantes, Goehringer. This Resolution was duly adopted(5-0). 4 1 au Leslie K es Weisman, Chairperson Approved for filing /2014 c � Short Environmental Assessment Form Part 1 =Project Information Instructions for Comnletin� Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as ----------- -thoroughly as-posst a base -on current-information.--� - —--- - —---.--------- Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. -Part 1—Project and Sponsor Information Name of Action or Project: PHILIP LORIA Project Location(describe,and attach a location map): 1090 FIRST STREET,NEW SUFFOLK,NY 11956 Brief Description of Proposed Action: CONSTRUCT ONE FAMILY RESIDENCE ON PILING FOUNDATION PER ATTACHED PLANS. INSTALLATION OF NEW I/A SYSTEM Name of Applicant or Sponsor: Telephone: 631-727-2180x269 KAREN HOEG,ESQ.,c/o TWOMEY,LATHAM,SHEA ET AL' E-Mail: khoeg@suffolklaw.com Address: 33 WEST 2ND STREET City/PO: State: Zip Code: RIVERHEAD NY 111901 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that ❑ may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:Southold Town Building Permit;Town Trustees Permit, F171 NYSDEC,Letter of Non-Jurisdiction 3. a.Total acreage of the site of the proposed action? .159 acres b.Total acreage to be physically disturbed? .124 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 0.12 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial ® Residential(suburban) ❑Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify): ❑Parkland Page l of 3 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑✓ ❑ b. Consistent with the adopted comprehensive plan? ❑ W1 ❑ 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? NO YES ❑ F7 _ _ --_------ -- _...-------------- 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES Name:Peconic Bay and Environs,Reason:Protect public health,water,vegetation,&scenic beauty, If Yes,identify: Agency:Suffolk County,Date:7-12-88 ❑ F7 8. a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES ❑ ❑ b. Are public transportation services available at or near the site of the proposed action? 7 ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed Elaction? IZI 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: - - - ❑ 0 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: ❑✓ ❑ 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ✓❑ b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑✓ ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 i v 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: ❑Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ®Wetland ❑ Urban ❑ Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? Northern Long-eared Bat,Pi... ❑ Z 16. Is the project site located in the 100-year flood plan? NO _YES. 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ a. Will storm water discharges flow to adjacent properties? ❑✓ ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ If Yes,briefly describe: 10 NEW CATCH BASINS TO BE INSTALLED FOR ROOF DRAINAGE CAPTURE 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES — or other liquids(e.g.,retention pond,waste lagoon,dam)? - If Yes,explain the purpose and size of the impoundment: W1 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO JWYES management facility? If Yes,describe: W1 20.Has the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO .YES completed) for hazardous waste? If Yes,describe: I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/s on or/nam KAREN HOEG,ESQ. Date: 12-19-2024 Signature: - Title:AGENT PRINT FORMA Page 3 of 3 EAF Mapper Summary Report Thursday, December 19,2024 11:36 AM Disclaimer: The EAF Mapper Is a screening tool intended to assist project sponsors add reviewing agencies in.preparing an environmental ( assessment form(EAF).Not all questions asked in the EAF are answered by the EAF Mapper.Additional information on any EAF �'17:-T3© ; question can be obtained by consulting the EAF Workbooks. Although I'17.-7 2 311 I the.EAF Mapper provides the most up-to-date digital data available to I 1 DEC,you may also need to contact local or other data sources in order to obtain data not provided by the Mapper.Digital data is not a substitute for agency determinations. a t ; :�IIar _G In�s1tt, ,,�•....7Jon�p dVIT (jt,14. s � r� H�mil a� rSochcster ? 4 ,yt.. 3Sl:wo--y-.--- "l,fd�t•Y�r,<,-_ ,! i '117.-7-27 Py°' Alb ny j d ;Source.:E r;HERE Girmin US S lntrnt;,6,IN REr it9114'F'V' l Sources:Esdi, HERE,Gartnin. GGS,InEannao,INCREMENT P,NRCatt, Est!hpan,hE-i,,Cs:i R�_an.Esri!.�p3ti,r:9Erl, Esri Chin'a;f-t?nrk l:or• '.-Esri China(Hong ang);Esri.Kore�,�sri,,hailanil),NGCC,a`c)I r011e 5t��hOMap corttrlh t .r",ass' �F14arandj;R t ry (c;QperS teektCi3{,,c�rhl t.k�r� ar�th CIS .. -- .. the-CIS U.szr CC,41 M',;� Usc-r Esq HERE Garfi Il (,�`r l„`I55 KPS Part 11 Question 7 [Critical Environmental iYes Area] i Part 1 /Question 7[Critical Environmental !Name:Peconic Bay and Environs, Reason:Protect public health,water, !Area- Identify] ;vegetation, &scenic beauty,Agency:Suffolk County, Date:7-12-88 !: ..._....__ ._._._....------.--_.----._._._...__.........»......_...:...........:....__ ...., .__..__..._-----•_._......._...w-_...._._-...-._.._....------._.«..__._.�._..._.-_._...._._.._..._-..._-----•_._-'__.- ._..-...�- _..._._,_..__ Part 1 /Question 12a [National or State No Register of Historic Places or State Eligible i Sites] Part 1 /,Question 12b [Archeological Sites]�~,Yes )Part 1 /Question 13a[Wetlands or Other Yes- Digital mapping information on local and federal wetlands and ;Regulated Waterbodies] iaterbodies is known to be incomplete. Refer to EAF Workbook. ;Part 1 /Question 15[Threatened or ;Yes ;Endangered Animal] ;Part 1 /Question 15[Threatened or lNorthern Long-eared Bat, Piping Plover ;Endangered Animal-Name] ;Part 1 /Question 16[100 Year Flood Plain] iYes Part 1 /Question 20[Remediation Site] i No Short Environmental Assessment Form - EAF Mapper Summary Report l w? w AV f �� oria- 1090 First Street,New Suffolk low Loria - 1090 First Street, New Suffolk +r i i _ '� t rc,� _r�i c •^W. `' �' i TT�-.4 r'•.� 01. �::. � —~"`►_,'"'a`�-� ' `. !x �R!x ��C,T��•y •, t o a ,,f rZ r a �. `� i - q�:�+��a 5.� - ^���t'� + y�N r' � c)ti~I `�Ir'eta �'(;�i.r N' .5�• � • _ `• ` "!6 � � . . S- =y �� f� ,. • 9'� v�, "E.• f' I at, �1a� f �' .Z�. +� 5dd� �:�`� f��v4AA}r -.t yy i'y` `1 `1'`'.;ir. First Street,New Suffolk s 1 s y sue- +•r i .. r_. _ ._.._. _ ._ '.t4�5��Sf�y`l.a. Yap ..- ,�.;•,� ., r� '� 1 .,1.. - ,.yyam� w r i iyY. , . „ s � t�f�! "'-ter+, a... • �y•�. A. �� ~�M t., .- "•G o •�{f<. .,,�,� 46 ,� is � Y.. ♦ ;.-ae-'E« a a`c.,',4�•r! +4 R K•.� Loria - �� 1090 First Street,New Suffolk NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY-A Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www dec.ny.gov LETTER OF NO JURISDICTION_— _ TIDAL WETLANDS ACT March 9, 2023 Philip Loria PO Box 15 New Suffolk, NY 11956 Re: Application#1-4738-04926/00001 Loria Property: 1090 First Street SCTM# 1000-117-7-31 Dear Philip Loria: -Based on the information.you submitted the Department of Environmental-Conservation has - -- determined that the portion of the above property landward of the functional bulkhead greater than 100 feet in length, as shown on the survey prepared by Line and Grade Surveyors, last revised 10/18/2022;which was constructed prior to August 20, 1977 as evidenced on historic aerial photography, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of that bulkhead. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. . It is your responsibility to ensure that all precautions are taken to prevent.any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Kevin Kispert Permit Administrator cc: Karen Hoeg, Esq. BMHP File Y 1.11IYORK Department of Environmental ' Conservation. r=- zY-0- 0'-o• a . c e� CEox BEEOw c To G.]EVE1iT] 6.Ti USE]4M5 --. I 11'-10• 3'-0' '-0• 2'-0' 11'-B1- --17'-8;• --_ -_ --- `�- -----SECOND FLOOR DECK- - BEDROOM 92 BA ROOM 'I� BEDROOM O] --- �- -�_...----------- o_ o weD _I_ V _�_ 1 ' Try WW Uii OE 1 w 2 RECREATION ROOM g �„ E:Tw]noou W1 BE ELeoeuTE� i�06A�n CATIEGPN.¢¢1.6 H - BATMR _ -O 1'5 li B� 1T-5• - _ _ O I I ] e d a I II III I I MEUT ]B..] E]cM ._B- 1 ; , B.. n I i l l 1 ,li iIi it , IN Ia 11 jl�:�('I III Y -2�- S-B-o �!I. 1 1 1 °�I° ` L 9 P I II W I 'I' y � O SECOND FLOOR PLAN II �I I i DOER Ewa BE Av I I i I i ! l I!ti 6 it � II��lid ., L.L 1/4" = V-0" 3.1.22 r1 LL Z U) ]0 700 W W 0 Z ._ - - FDiST-FCOOR7]EG�- _ - _ .� - _. _ __ _ _ 1_ —IT i ! wa'c BDai O ®® O w Q rn BEDROOM Rl - -----J ® I i O O r� '� ❑ I I a fj*T' ,6•-0- �.,r5_ BEE. ,Z•-°- I � EWHDRDD>, . � � , Al 1. L-'.L-..1-..r.I _.1 - • s , ,�,. FLOOR ° „• I 19' - M1] 6" m-s• S PLANS eAtrRoow., ' 3.1.2 0 2 2 •x I. I„ I ENTRY PwD.RM. -L i l: Iabuf I O I I If;DEA]T iotSl b•; ]eN wfeG , 6.B c Er.•E*rt .e EKM ENTRY DECK w/ROOF_ R--_ FIRST FLOOR PLAN _ OH 1/4" = V-0" 3.1.2 2 --____ - _--- zA- r-ID- a-o ,•-10 •-B- OAN CHAMBER z 1•-Iq 161-0 (631)294-4214 a•-o• a 6 C N X IAL FGERuwss RoacG _ � I I I I Li1L _ AE]EIF ......— ____ CEDM s7 7 F, I T:. 1 � _.. - - -_ - 1 ._. ..., - I�� CDvE QD iRDM FORCR ze e �r :III " I I za . cws nr n ^ e ' i L I .. 11 I o•. I f _ r t ro _ L t t 1 1.1—1 1 1 1 -'J I 1 y _ 1 _1 I I _ I I _ __.11 Y J .. WBRHx wwwv SNUG BELdv FWBT FLOOR � imitOri FOR �� B wvuv eNFG BElOw FFiST FWpI OFfla BEIOw OEa. ULL D WEST ELEVATION (FRONT) SOUTH ELEVATION (SIDE) ui rn_ z U/ Lij W- _. _ — -- — - ■ y- M wSFRUT%cAt� B FWFrtG _ _ 36 I -- —— -- -- — _ .I 1 1 ' 'I t za ^' e.zz O ij- I I I I I rvv -ro n I I . EUE I ELEVATIONS .J 0 ' 3 1 2022 77r 6Fn BELPv DE« - - B,Ewn-wwwv SNUG BEWv cwei FLODfl _- mER6ElW/6o. BBFN:-wwwv 5[oG BF3Dw FWT RODa EAST ELEVATION (REAR) NORTH ELEVATION (SIDE) OAN CHAMBER (631)294-4214 I SURVEY OF PROPERTY SITUATE -D CUTCHO GUE ......................... TOWN OF SOUTHOLD 50 21 SUFFOLK COUNTY NEW YORK S.C. TAX No. 1000-83-01 —36. 1 SCALE 1 "=20' Y / NOVEMBER 11 2008 J0Iv - / / AUGUST 10, 2022 ADD CEHA LINE y / 6 JANUARY 30, 2023 UPDATE TOPO. 81 TOTAL LOT AREA =25,293 sq. ft. A / 20 0.581 ac. / x4.7 Q ,gyp/ / / �� 22 TOWN DEFINED BUILDABLE LAND AREA = 18,382 sq. ft. =226 �230 X NOTES: ti0 / / i / 33b 1 . LOT NUMBERS SHOWN THUS: LOT 0 REFER TO / / 0• / / / / / / / / � / / / / / / 36 6 MAP OF BIRCH HILLS FILE IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY 40 6 0�°F e� // / / / / / / j // i / / 42 EP MPP ON JULY 19, 1967 AS FILE No. 4908 5x/ / / / j / �6 ZPRO PR 2. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM D / / / / / / / i ' a8 NP` EXISTING ELEVATIONS ARE SHOWN THUS:50.0 50 1PFt0 ER05A Of EXISTING CONTOUR LINES ARE SHOWN THUS: — —50— — — — � � / / / / �/ / j // / / / / / / / / / / / \A�o 5a '(P�- F.FL. — FIRST FLOOR 56 p5\0 COS'� .5 G.FL. — GARAGE FLOOR ER M ,8 55 �. FRO A5 TB — TOP OF BULKHEAD 16 / �j / / / / / / / / // i / / �—Cps'IC "� o• 5a�5 W — TOP OF WALL OM OF ULKHEAD 18 0 v / / / / / / / / / / / / / / / / '4b P NOI.�O N BW — BOTTOM OF WALL 214% / / / / / / / / / / / / j / TEST HOLE DATA 26 / / / / / / / / / / ' / / (TEST HOLE DUG BY McDONALD GEOSERWCES ON OCTOBER 18, 2022) 230 � / / // % / / / G�/ 01 3 3 �+ / // / // /f 8 V� MIXED SAND AND LOAM 2 3 / / /� / / // / /•TOP 0 x56.3 O PALE GRAY SILT ML 40 42 // x� 4 46— / // // e / �•` `. / n / •'.• BROWN AND PALE BROWN SILTY SAND SM as — / 61. 50/ 5ti 5s o hX MM75 56.6 28' r x • 56.9 • •bd PALE BROWN FINE TO MEDIUM SAND SP 6.2 E AD �� � x 57. X KA7.47 CJ �' x 1717 Gf. 58 �fiF, hsd99 OJ7'j Xn7.74 TEST HOLE e ,UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF 60.6 i 58 ,po S °. a0 SECTION 72 LA OF THE NEW YORK STATE ass x � / •S • d • eV EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR 'S � • +7,Q EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. F �F � / 5i9 9 6Q + x CERTIFICATIONS INDICATED HEREON SHALL RUN 60.6 x o� ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND \ LENDING INSTITUTION LISTED HEREON, AND / x 60.9 \ TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. 67- ` THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 1Q0 0 \ ANY, NOT SHOWN ARE NOT GUARANTEED. 66— \ — ` \ 60 vV 68 \ \s? Nathan Taft Corwin III - - - PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 70 BY THE L.I.O.LS. AND APPROVED AND ADOPTED 64 Land Surveyor FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASsocwnoN. Successor To: Stanley J. Isaksen, Jr. LS. 1. ' Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout t`; >� s\ `p0 68 PHONE (631)727-2090 Fax (631)727-1727 ��° f1 �1:. ; rJ \ 7G).7 70 cONc, Wq� ° ca t� MAILING ADDRESS I '• t I '• � � 1 OFFICES LOCATED AT rW. y :"�O 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 �S'�`'•• ee�° o• 0 E—Mail: NCorwin3®aol.com i f s,,�I© LAI`1p•S� 0Lic. No. 50467 4 —01 I - I --- - - I � - 11 liii-iiiiiiiilmlllll IN . 9 � � :.4i�...: ill SITE PLAN BASED ON ORJ6WAL SURVEY BY, :1- ilk I .�,,. ,�:, . ".. I ..r. ::iIi 1,�,. ........ . - :1- ., �i:...- r. . , 1. �: 1�: ::o .�, .. _,.,., .W ., - 1. . R � q - 11 . - I ,,,�, , "I III ­ . - I:, I 0 I , " , ,. .1 : :I!! F��. " �. . . I.. I ii ** * ."9: .j;', ''....., . . 0.. .......:1 " .., I - .1, . " I 1�.%:: � �.. ��' " I ,� i , ., . iiLOCA . . 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I Qr . � # .. 11 . .V."a, ,.,.i 4 : ., NOT TO SCALE P11-10% qI43413A -�?_11 &01% 51401 (for other states) �/ F1, .�, * *1 i � I .., -�- �., .. 1 � �:S T U;�w : ....... :­.":. V ."!- " , 'qg ­�k , I, 1 li:1111 -I ..,?/ if QATION AND Eotj�VV' dNvo trATER-SER: , - ..... . 01, i :� :: � �' . �q i 4.'-',�x , f : 4I... APPROVAL OF PLANS AND GON5n;WTI0N FOR 5EKAC-k DI5PO5AL 5Y5TEM , i� , .:_:Qld�.. I . : _ , � - . I . - . ,:.. 0 .. i. � ��.. DATED. OCT.24,2011 1�� ­.�i�i., ..�, � 0! .6� . . - .A �� ,1% - r,.:�i, �� M.§.i I. V,� k. ......1, . :�. 10� 1- .41�'.... ��. :`:� k V � Is 16 .� . M W�: �,: LAST UPDATED. 00-01-2020 !1 ! vr� .. i:;; ; X. _' . �i -11 f ,,1. - I -, , , - , E - - - - .I I . L 't ! .. i ,� .:iI.�.­� ,,, * : &� s ,�,� , I�,,, I �v kv II- - '. //P 1.� I . . I ,-.1 - ,?.r ,.W, f�i:.:i; �.' :1! ! . 7 ir I "', r , : . ..., W .011 I X, W DATED: DECB-BIER,2q, 2011 :­� i ��, . 2 .�A:: . 0 , � - � ... , / F FOR 51MOL.E-FAMILY RESIDENCES 800-212-44801611 NOT* �.:::­4 , ./ , , .. , . :, v" ::, *_ � I; 6.�. _., � P " . . I . �:.-, *,� 4 �,* �'. . , Ii:­I..,.:. jj; : ": . . - I . , R.1 -. . ,., .: - . ��M ...:� . f , ­::i �I , . ..... . * , 95�. . .... - " , M � , I . � : R f . ­ - �.......f "': .... --t I - I - .�_ 1& - -.1 .i:,i � ... , . . ;�..�, .:I* "k.I�` �.1i.1. .. I I ir * ` .._ , i � �� L , 1.*­-,i " ?,I , r Iiii *.:; L .! r4i� - ­% ,� . ,� 1", "� .r...... �;ii��. : .. ...... r ,�� ­1 , ! 4 . ,3 ,i,,� ! ! NO HaIS 4 - , :. .,i .. . 4.� **­:�` ..�& AND .#/, i 9 � , /."A TABLE 3: MINIMUM I/A ON-SITE WASTEKATER TREATMENT GAPALITIE5 .. .... ,� - .."i, 1 ,:??T ii,'.� . i '.. _­ ­.'�.. -_'....1 '.. i ....- .. � : I ... � � � . . ..Iii�e I ! OF PROPERTY By law,excavators and contractors working in For safety reasons,homeowners are strongly .;.W//, 1'... � I - , It.-, I � .... �...I- ._t 15i.WE r : I :: ; .*�,�.i:� . I "Im 50 F11:7 I .. I .V � � " :� � •.� ,., d `1 - & - 3 BEDROOM DI,1ELLI%* ", - om.&Ird- I .. I.;.;.. � 11011.1� , I V . .W,� ; i iel�� � I i &-# i i I the five boroughs of New York City and Nassau encouraged to call as well when planning any :: . . - . :. f . ;:,W 71 .. ­1 ..... Yll * ,;.� 2 . . I*P� . I .... �. I 'f rj`�,�'; -MOF W I I 1 I.: _11 . . ; 0 1......� 1",­., � F � . I...'Y', I.W. ...... , �i, : " � ..� I �- ii, , � " . ! ;:1 .", : I �: .. A .. , . '', ,iit � � V" . , I �` .4 06 ARCHITECTURAL 517E PLAN EY &_q � I . - ...; 11 ,or ii : .:-";I !,?"/, � I,:: V I I 110 - -� .."I.:....; I . �,- ,0 I:.. ­ 1 ."'.1. MINIMUM TANK CAPACITY = 330 6 ,,, ir, � I ,I � I, iii, *�I I rs and Suffolk Counties on Long Island must type of digging on their property. 0. .I. I I � , ...K i I I 7ALLONS , . :i-i!'. �( !11: , t � . : � f. � ..101: I" : ,,, I mr� I ..... ,,, � : . .. ;., :..I ffi'ii .10 ..., ,li , �� ,tgw . . � -I EXIST.PLANTING BOX contact DI Net 1-800-272-4480 or 81 1,at least �. .. , F �11� � � � � .. . f . .. ­ //� . .W,,.M1W . i q : . � � :�i�., ... � .W .. * , ./ffi . � ;;, �. :, er " . ..�� . I , , .... � .1. I � I ­:.. :; ... . ..� I. . *5 1. ..::.:. : I i . JOAN CHAMBERS On I I Homeowners can contact us directly at ,r , :-V - f .. : P, j,qf 6.3 : I I : . ,f :I:!��]f ....... ,fir:' . . - -, A il i �1.1 ­.; i. :� P.O. 48 hours but no more than 1 0 working days 1-800-272-4480 or by calling 81 1,the I� 11 ,I... .. _,.. . , ` ...I ..�./ Igj-�:, � ...% : � .1 I ii� -iri," ; � . . . . . ��� �:,�� ; :­ IR**ii ; 'Ik!l� � .. i., .1. ­: . ,I -.i� ­­ ... .....1?//1 W : . , I - �11 I '...- ". � � :. I�. - . M V.. .....`* K111 �1. I % . : I . , , 11 X (excluding weekends and legal holidays)prior national call before you dig number.For . , . I ;, , �, �2 , : . . - ;� . , Aii: 11 : � . I ,r. , ,,, ­... : : .... . % : . . .X�irl. I.......­ ", I � � . � 1 Ii"r, .�-.,..-i I I. I . .- , i:111 I. . :I­­ : I i� ;:�Hj�i:7 " � ,v. DATED, 03-01-2022 ....I 'P P, , 0 Or I'll .0 ,,.,I , fw�i vin, � BOX 4q SOVMOLD,KY. 11`111 STEEL BALKEP 4111 , 161 :ii�:, 11 I/A OWTS UNIT LOAD CALCULATION: , � - * J " � i A g,-:,ii , A, g4 T-114 "a - CONCRETE PANEL . ; . 41 , i �� I : f -:: . f, to beginning any mechanized digging or pleted on personal _­_...1 k RE— /*1. �. A,a t:,* , ;:F� 110 ISM x 3 BEDROOMS = 330 6PP TL FLOW REGIAREP � � i �. ,)i�:,....: � - ., i ­j I ,� ..'.... , . O'.. ,IF, It t3�p ! . � � � V* I 1, I. , , , ".P -ii. 11 . A i . W ....; " . ,4 � : .; �­ . .V * ..... � 1��, I .. . a .r,,i .� Wi: :i-_ i , � �k 'i ev �..i � , _�J I NO, : I,.0 1, .171. _.. PHOWi 6312q4.424I i HOOP TRIM .- : � . � : :­:N� I 10f, 4)iill��:: ox". jx��, , , . i . I I I ,� ,�­ 1 W. r 1. _` PROP05M WITARY M516N FLOW= 330 6PD i ;W* . JI� •.f # excavation work to ensure underground lines property,it is the contractors I....- -,- % .. .... I ,_� � -I -, � S i . : . .: . : I e"I I . I 1� , A 0 -" K Ai. I I ,1 W .:.. -1.1 I ,, ,. . . I � :,,v.0 :o 1W_ ; - 9"...: . , k... *­ .:.....� ` :i.*,*i�,�,�P', ,;...:. t I � � _1..... 4h.2 7� - , I � � ,"'k i'O.I.Ri ��, - 'j: : .. I ­ � I� ­­_1 —'; T" �1' � I - : , 1, I * A , .�-. .. 9 HIRE FENCE ATOP . . 'i � . 11 are marked.Excavators and contractors can responsibility-NOT the homeowners-to . '. - 0 .*.**:i* I� p - i 1i :'�1 � � : ..�". � "�,I.I.: f R .., - I , . '. �-" - also submit locate requests online,through contact Di Net.Having utility lines marked .� � I- � : � I 0 **w 10 F ......... wt L!5E-. : , I I I ­­-­, I�....I ;;; :;; I'd. � I . I. I : ...". . R - - 1. : I.­­ . '"14- ,I,.:, ,,.::- oi-:,,i�mg.,ite, i...: :Trl I i I � , . . -, V , I .. :� �t_1.1111.. 'i -r I ,A , . ,�.. 4X F �,;­: .M. , , I P,, � .... 1g, - 11"k ... w� I. - , .I . ., ..: . .. , �?O�­ '': � 177, .. I `!, :�;ii!!;,��i�'P�: . i : � I , ...I—: :, I ...I I KinCJS" - 0 - , � � -1 I � ..�r. ". -;,F..., a �.� :t,M, . ,"- ] " a) Iff! `6:i * 4 , 11 I 1* .41, . � � 1: , I ii:: :�%: "... . I , � I Wi: .i�.......ii�: :i...... AF Ai :;.:� 'r I - :1 . prior to digging is free of charge. .1 . � ,��%i.!� ,-"IF , . i I .­ ,: :ii:i: I • T.O.P. = 1-15' k - 11.1. WO ....... , - : ITIC.If you do not currently useITIC,please $� .10,11.. 11,1 � . .r,!! * • U5E 17WI ENHANCED TREATMENT UNIT ...­r ....� "4011�111�." zi.� - :i:�111.'� -I. *F . I : . r� .. .i:­ ,_i�_ . �, I . .. I ..�,I .::i .* I o B.O.P. = :1:4.6 t ii, AW. i.� �.. 101f, * . �� I p., i . ." .call 1-800-524-7603 for more information. � . : � /�,.' k ,: / -AM.RATE: 3.0) � �r :Ii- . 2 _� i;7i.1.;* , :1. .. . �11 I ABLE 13i OAT. I I/A OH75 � � � i � I ,/� j:: F�. i . . '4 I . F : I _�r_ Ii. , I . f, - '. � . � is '. . ... #11 1, - . I . ­' , AIT� FF , I " . i :: :Ill 'm : - . ­.­ .1 ,Tf.. I . , i I i . �� I i ---- ....... . . � .. i , :�. V,i. P: go . . % . . � ,.,.!. : . . - , ...., . — ,�e./:/p, jmlp g/ , '� � � - 0 1-1. 1: " `� .?? I , � ....I.... . I _.- ; I .1 1. 1:: MODEL No.CEN5,6RAVITY SYSTEM : ::��... ��,�: �?.?�-��: * im �1*..,.�i:i,�', I - 14 : � : - i •a, * - _ I I � : i `,� I '; ;'Ii ­.. , ­1 . , - ,,.: , 11 I i%Ji , , I _\ = : � wi::: 11 gr, F" Ns - ! I LOT 301 ,�j IS - ,� / -1 ; , "r . , a �m , ! � : I,,,- ...I ., ......! .1 4,10 ­ , .. EXIST. 'I.-J. . . � . :,I..:..... g ;. � ?Ii� � : . -3 , . I . ... U, I * � 1. 4' , . % i � ".. ,;,��3'.I � _:%:: . 1.I I- ,1- /11� - .....�­ ....:;i�r.-il� ­M. . .. .� 11 - * x:` : ,� j A . � I.: - A ,.I'. - , M : �I .1.,; ` �.� �Pii_ .. " - 1"; ­Iii.­ I,/.. .. I . fri`,�'"I � k .. � -,- � ....- . . 11- ..,".. I W V I .� .. "... , . .�, '. - . - I : .. � - ...1. .. 1. AN.. .i,** .OF 4 P !I so TREATMENT CAPACIT'ri 500 6171D � . ,, �.. �. �0, " ;:: :;,.,: , + ,. , , .::. 1. . + - - A ".1 : �0, � "I� ,? : ,�, ..... �;�_" , ,�i,;:+ N,R: 11 - . ..-- - , .�... #, - : .I, ,; .�_.... . ,�., ; . .,:,. I ­:i 1: I . i ., 11.11, .... % � ::.. �, .,,� -Ii , :� . A , , � A.50 �i 1'�; � ,�." , :;:� 'I I �: Y� I I I . I I -- .%i. . i, + 1/`: i,. � �_ " .1 as&. I., � .,I", I : t — ­ ......i... . � # P?, �11'11, � 9, ! GRAVEL J,,,i I , - I I :i: , $0 �::..:l � __ ___ '­ __ . ... .. .:�,,�: � I . "I�` 1+1 ,.- 1. ::i1l.i* .11.�i .�, : I . - 11 .�w .I.. .I -1 I .- ....... : 1 a * 10- 11, TL.HORKIW9 GAPAGITYi 14q&AL 6 � . . I ­� ;. I I EXISTING NEIGHBORING SANITARY 5Y5TEM, __... . 11, I- ; AI : . . 111 1. ­_ - "... : . ,,", ,� ._1� C�M' �:o :iE�. 1:... .. .X­ I , 1 �. R I+ I�:-, + , . -,. A *`N!, i il+ I, "... 11, � "I,- 11... il -, - ?Itir�,','W, " i::*7 PRKC7AREA __­�- - ­ " _ ., , . : 0 I�....ij.P i,++Af�: 6AS �.....i;f%R: :. : I .1.1. ... . . i r---- - "' � ; : .;N­ _. :. FLOW RANGE: 50-500 ISM . . �11 '.. .1 ,-"- ; : . ...... /�.)(JA-rEF...� ., .] ## : i � + , �g.: -. I i ,. � / + A ,M I � . . I I . . - ,�_, ... , :I =X15T. HOOD P � I : � W, .1 i ! f My --- -1 5TRXTURE LOCATIONS , IREET � _­ I + . - . J !+ :. i. I " . F: .++: ffR� :+ *> I- ZET HALL wD 15 + 0.1, .� k I i ­11 ,, . . ...- M,wfmw­.�iWii, /i � . . - � ...., I.-I_ ;:iiiI!i.. M *�. . .. I . : . ,A,., jr,� -. � iiii....... .4, A.I 1 1W I..........� , , "'­ . .�­ :1i." I /. 7� :- ­,�,!�: . _­ .., W 11r." I...�;i . :... - � : I I I� + , 201 -i'..+k ........ . _ ` . . , � . : .+I' ,� , V.1; 1 . . + . , ,. I .­­­I � .I.. -I +!� , N ..i. � , " , ­­�t " _­_ a i 0 0 I � i i LC- I. � I , W j. .... *+ �Fl i I .. ,�W. � 1. , - i F - .. 1i� I � -&-/ 1� �,4*1�1111 , i 1 .. '.%: ":% i I- i:5-i I , t . ; I .... , 0 -_-..-.­; . 8 . � ii. , '. , , . I . !'.i,__*7 . I ...I.. L" : � - 1 . & _.i�::ii.. w :.r. �+V. "- .1 1­ ­ . . - ­­�, , , 4X4 STACKED HORIZ , i . 69 ", , I I , ;1 p 111� . . .. _ ...:, A ........ ... ..�.. � .7 , ":..... .-Ii. . � : . ... ."� ­" � I - i' I I IL& i EX15T. HOOD PRIVACY FENGE , % . I SANITARY ABSORPTION BED SIZING .. I... � + " i It : . I + : + I ...... (a) _,;� ­1 . . .1, . " - - I ! I 0 W 5TONE IN 5TEEL GAGIW5 w _Aj : IrIff " ., + II _- I i-1- � � � I.­­I '. -..... � . . 1,11;� ,�� . . - 1 7 ... : Iq ��,,­� , . __ :y I i :­j � i * [--..-(' S830415 : 1 . __: ­� . " � , I � +i ....I -GT:* &I � +: � 1'.:�� .. 77 - : I I i - I r I I... -& W, - , � :_T;.nI ,+ , . 1111, +1+ :"., . )_;,�,;-, -_ ,-j .1 :i I : i I i : ­�+ i , ... I i- 011E 'i . . � WL PROPOSED 5 13EPROOM PHELLM - : " ;1 i I +"._11-1. ­.­ - '.'�'-. � j : , I I I � I ,,;i,,,,., . I ,.::.. � - .I, 1 . .: . ­_'�� . . ii� -y I , . T . I � . �_, � - -r ;- 7 :;:...iiIij� r , .. I Ex. c . . . " .3� -I `0 , � � �:.,/: : ./" � j_...... ,� EXIST. LINE OF CINDER BLOGK5 I � , . , - -�,�". I It I- :, I ,tr _+.411 PROFERTU ,: ., - UNOFFICIAL COMPILATION OF COPES RULES AND RECULATION OF THE! 1. �` ; k -.�, , .+ - �i , � ; --� 11 -"-00"(D,EED) SIZINO PER. �" �+P I . - . . 4 . - L'; , ­ I . _.! . ; I � 1. . . � � � .� I ! I __ s .1 . � I " or �11 ji�.,. ', i i 4 _j: . 0, 1� il I . - . . � I �. . � c I . . - . , ,/ "� ;; +-++ * =OF NEW YORK TITLE 10 DEPARTMENT OF HEATh GHAPTEIR 11.FA T-5. * 9 R IQ A, _11, �j/ ..-.- .I- ! ! I , 63-40' (SUR W "A"'i�,":+ st t. 1.I ,,, __­ I ) ! EXIST.METAL SHEETING .j . , _­­+­.__� I . /11\ I :1 gg J.0 I ­, "N .. STATE R: __ . i�: .. �j # �i:;. .. .-1 -1 I I it) - J I I L.- I � ! I �... ..._­ - :(P. VA6ANT 'It �%,:: * I a 16�" -.j � I . : ..... � , . ,"* ,.,... ­11, 5TANPAR05 FOR INDIVIDUAL ON51TE WATER SUPPLY AND INDIVIDUAL ONSITE r� � .. I .� ,�� _:-_, ', _j � . . , , ... r./K 44 i __ : I � I - ...� . ,. IV.: IT PROPOSED INNOVATIVE AND ALTERNATIVE - � � R�,,, F7 ,I--- EX NE -- VEY) J W % , :i�I . 6 SANITARY - No � A 1. �0 I I , i " I i :14 000�'e....;W* d) ­-'tT�`­_,. EXIST. HOOD CAP ON VINYL BULKHEAD I __. � " � . .. ...... . I .1 `_i.+ ­1 TAININ5 L . ...I .. HASTEHATER TRFATMIENT SYSTEMS.APPENDIX'75-A ;: _411r I . .. .ff. , . . I.. ie + (W kvoD I �_ � + . - .i I I I .;. , ,, . - .- . + _4 1 11 ., - - . " FRIVACy pENCE WALL I I .; I _+1; ,, i, # � � T5 . ,:"1',7- .1_11_��,_�+ 1� � — . . i: i..'."....:*...­­.!,�......... '.- ."I"-.T�1i". .. '. " ol.- I I ;�� , � 0 0 ;_..� . , �� ON SITE WASTEWATER TREATMENT 4� , . . ", . A.rop) l �'.. 1 4: . , + TABLE 1: � 0 i - % I ...�:�� I �* 4 j1i :1 I - : -, , " .-111- .. I - - -1 I I _ : - ..."iS I.. ....I !! -I- .. * , ,I%'-(I' ,� . . * ,:�..;-A'. , ... -;.- ­­" , 7 . -,j i : cb) 11'..'a.." W/1 : ..#�. I! A - - , - , - -) - ,� A - .... I 1. .- - . . - .,:,...; .�- �11 , .. . i j � � I\,, ,. - V :0 :�'..%:%.' ",4 P �. . - 9 -.r-, i � f....._'.. . ... ..� ., . � i G;=1L=n___L ­� 11; ) � ,`_ . . : EX: / � is a i C. `. ..... . S02032'46"W � I - . 117i ! - -�,: I. , I. 111111 11 : �_ __- : ,-..I_; � , +_ , ..`� -- -, . VAILT PESIIGN FLOW = 110 C7AL5/VAY/BEDRO0M(330 6POTIL.FLOW ANO . ­­ I F-1 1 * - . . .*�" _.- .:*: .--,:! !. ... ., .:.,*.I.-�__..1:.._ . ., -. )� - . +­. � . , � , - � , , , W , S.C.D.H.S.DIVISION OF ENVIRONMENTAL QUALITY,STANDARDS FOR APPROVAL or- ! 11 ;1�'%'. .. .'.1:* :, " I � _ � : :,__ . . � ,.;.. I VALIANT M SANITARY SITE PLAN: — I I _.� ... ..;7 _ �: - - + 11 * . : � ; ' + I . .. SIM W �_. . - � � "::..;..++ . .... I— I ", I. , . " ... , . I, I .t"; !"', , ­7 !�" T�Ii I,.i _7 4 � , I � : I. % ,, ,�. . � . ;.. - .� . . : ." .., -, 7 _; �t-ki-,,, -.. I.: , . . ... - , *� : o�."i 1. I �,t_, o i . '. ... ... - , 1 , , � - � . ... �: ::::;X,.i - •. . ..:• _ - - *..: . . FR(:?P05ED' " - ,,�tf4j, 2.52' (SURVEY) � I , � ___ __� +,j � 0 , lm� W ..... PLANS/CONSTRUCTION FOR SEWA6E DISPOSAL SYSTEM FOR.SINGLE-FAMILY . . ,- . .,:,.:". ..I , . .. :. . ' '.". ... . - ., - I � -... I 0. ­­ - . . I mi 1�1 I..... :-7 * ,� ,%' ..�, .�. - . - j I ..: "11 "I 1� ,"... . .......­1 , � : , � � : .. .. ..+ : +`1 - 14, ­ ... . �+ - - ,,;- T, - . , i - . .. � � .. . . * .. I , - i I .� ......... .. �, " RESIDEWES,DATED: 04-ICI-2022 - `__ i � * �-� - 65 1i-A" , I .I.I. 1:11:;tV,HY/ .....1.; ...,- . :.�..,.-�..:... * .. '� X I : , � � - I. ..I-. .... 1010 FIRST STREET NEW 5LFFOLK, N.Y. 6WMZ. IV (600 efD/AG) - ; . . . - I I �, 1. I . . _,�­ I .1. . .1 ___11 B el r ' ': . / , 1�11_+ : � i ..... I. I ­1 .... __ � . EXIST. 11 i.. - .:. '. ._ ­.... 1�'..* . �.. NAIFIvE i - � `%__11 - - I E71TUATE AT: 11 6PRAVEL " - " PLANTIN ,�: , � .-A 1.­ ., '!I". . ,. I : - , .... j . I . - i. - . . - .-1:1., I : 21q 50. F / : � ... ... ­­ . �_ .I....__- , 0 ."'I'l� il.. . -rB5T-.'-_:.,,.:.Ju:, ,� FT � . � ... � A- :# .. . ­ ... �; ,�, .7. . . . ..... . ". � UTIL.POLE I PROP.U16 pW/C !� . �,. .1...:. .:... '. � T k - : .+ � -S 11. - I-, . : I ...,­­. +­ - 41IT ­1 I !!I_;., - - � - - - - S36034'49"W + ­ - r, ­ : � TOM OF SOUniOLD 56TM NI 1000-11-1-07--31 ,O�V SERV LINE - I ,I : i i ; ++++ ++ ,"'.. . � ....11 TABLE 11 ." . �.-�-,.:.*.I� .: _.,- -.­� .qr � . � : ,­:­ �t W V+ ... . I "..'­ .. I - 1� . .qr .... :i,_ :.11. -MeT -.111 � + - .� ­�' " * , I : "... I -r,ARE�'.*,*": ,...;..:.,. ..-_--,:-.;-., "i I ,_�'. - - HOLE. . .. - 15 I .1 : ! :. - . ... t'4 I I... - r I ! * I` ,,:* -I., .. ,�. . ­1� * I P, - . . +. SUFFOLK COUNTY, NEW PORK - . Q9 -- Lie _ Ur . . : ..: .1 . . f%j � ,� ", ­- .� . "I I � .1-1, : ..-� ... ... , -1 3.30 (SURVEY) I - - ..+. .1....I- _­1- i . I . - . I _ ... ... 11 . .::. 16'_ * /� _ .. ral;ie . + . i' : :­ii' SIZED SHALLOW DRAINFELPS(PSO-5), FLOOD ZONE: AE6 (DWLG LOG) , .r, •. .. � .:. . : ! . ... ... . I. , : .. I 1 I ..'I. �-: �.. �I , - ... . ,.,.. .-, --.- .. . ,1 - .,-----_ --_. - I ...)__ I I + W HYDRAULIC LOADING RATES FOR PRE5 N i : '.. . . . FLOOD _: 'Iyll -I., I SIZE Bk5ED ON BOTTOM AREA OF TRENCH t CATESORY 1, [/A OKTS = 3.0 FLOOD ZONE PER DATUM, NAVDb& i i ". F 1. II - : . .. . . .. --4 ,' .: .. ... .•'. : I ­ . FLOOD INSURANCE RATE MAP NO-96103005001H, REV. 04-25-200q:. ..I. . APPLICATION RATE. . %.) . � :. ...., -1 .... - MnMARINE 11) W ! PROP09M �, .... ..':.:6. . ZONE AE �,(­j 54,151 S04009'00"E $- EQHER I COMM,56;MCE CONWL11ONS .. .._":,-�� .,.: .... N .) .. NEIGHBORING LOT ID /CONNECTION TO WATER STATUS ZONING:I _� mc . .. .. ...' - (14-im To EW -t - .. SANITARY I- ! , . & (ELEV. 6) 1 ARY ABSORPTION BED CALCULATION: . 11 TAP BOSTIN&UTILITY POLIE �- DH � 7 . I : 14.79' (SURVEY) ! i � _1 - 1 47 . I ; FWAIDE PWIR/C04-t LNES PER UTILITY I 4% JR, .,--"7 :� . ID OWNER/ADDRESS WTR SERV. SITE DATA: 1 I - �, . , - >� ;, .1 - �t It ; .. 110 6M x 3 BEDROOM 1 3.0(APP.RATE) = 110 ISM �_ i ! 1 PROPOS,c . - I PROXER5 REWREII'lENT5 I -0 -t I I _. I I 5, I i it 1 � � �, NATIVE 7. - . 110 ISM/ 3.Z SPA.F.(TRENCH WIDTH) = 33.b5 LIN FT TOTAL LOT AREA: . I I! : Z I i � d ; I�i� �7'Jx i ; , I i I I `.51: - /A PLANnN65 ) I T. . S01037'32"E (D PHILIP LORIA,IOqO Ist STREET,CURRENTLY VACANT PUBLIC WATER OF *062 50.FT.,(0.15q�500 Zf f ... /. . 0 : ..t- TL.LENGTH Or TRENCH REQUIRED = 33.85 LIN FIT . !_ i 4.��t:l . . . . . .7� 204 50FT. b ._I: /,..� (SURVEY) (a8JEr11r PROPERTY) (PROP05M) , - I , ,. .;,/ I � ) 81.19' (SL LOT COVERAGE: I i i . I, , . . 145" * - - 515 � ..�I - fl! .. E3H - Y , 1 1 1 .�� I: ,• 7 - ./ . / i ,�� -4.1, .., USE: ( LATERAL,340LON6 - I ) i I/ f, /. . .'.' * I'- - . . I/..... . . . - . i �__ >11 1:. . .•. . . . . •. . . . . . . . . T / t , , � - -PE i �, . . . . . . :N, I I LOT COVERAISE. EXISTIN&: PROPOSED. ii i - ,a:,[, .� . . . . . . . . . . . Fl . 5I/ 50 : @ rsw osmaom i WILLIAM 6REIAA 1200 Ist STREET PUBLIC HATER TL.LENGTH Of TRENCH PROVIDED = M.0 LIN FT n ; F I 1. it i 6,, . . I .•. . . I . UN ... it it �R� �� ,z/ i ! 1 , , , , . . . . . . >/ : PHELLINS VACANT IP23 SOFT. I - . . ! i �,- . ;:: OVRD ENTRY PECK/STEPS VACANT 1361 SOFT. AI;EA:82 ltk7_5 �< / i 1_j 3, ,, : - '. .•., , , - - .•. , ...•. ... " , :. 6 2� 1 NAT[v,E RANT �bl/ � _/...,.'-I-.. . . . . . . . /. " 6 @ BRUNO 4 OLMA AMICA, 1230 Ist STREET PUBLIC WATER NOTE: C7EOMATr SHALL BE DELIVERED TO SITE IN ROLLS AND CUT TO SIZE. ! ! - , , !;b q - . . . . . . .•.. . . M I REAR DECK VACANT 520 SOFT. - III W i 50FT. ,,, I k *T- - - - . . . . . . * Pi I I i/>/ .1 M I . ! i : 1� i I PIZ i. �� . . . . . . . .. , . . - 0 .. - :K = PUBLIC WATER 1L LOT COVERAGE 0.0 50PT.(0.0%) 1,482 SOFT.(2LM) i !i , / C1111�'., , I - . . . /- ul -: X G) ARLENE A FRANK CASTELLANO, 1.215 ORCHARD STREET r INSTALLATION:t�I I ! !-!, . . . �t U) � 11 .It � ! 11 . . . . . . . .I. T I .X i , ; - PROPOSED � . r- =1 � _ M Ist STREET PU5LIG WATER 0)PDF LATERAL 0 54D LIN.FT. IN5TALLEI-,> IN A13-50RIPTION BED. I _ k I t i I >1- - -- , E3I �,,,,,.,I -;- .. 4� Z I . . - @ EF5TATH1m 4 MARYANN`'AT"A' " � PROP05ED �t_ ! 1. . I it_�r,2 1 , / * - : N -� (3) �, :27 P E C O N I C BED LENGTH 15 EQUAL TO LATERAL LENGTH. EACH 3q"N •6EOKNT SHALL HAVE IP41 It:- ! • 6­1• 11 -1 ... 2 FIR . / -t 1,I , T - IL-X 1, . , > WATER SERVICE ]ON i : . .� I . . 0 't, .. . �(3F� (D JULIE 5A&,815 KING STREET ACTIVE 5CHA ACCOUNT, PVC SCHEDULE 40 PIPE,ORAFICE a I--O" ON CENTER,ORIFICE HOLE-5 To BE NO UPLAND FILL REQUIRED: n . I � ! . � ... � .;. E ... . ­ i ...1 �7 _- U C3 :Z: ;U PRDF06M DWELLIN6 . I ..I R / :.1 -:26-:20:22) WAD PE-516N PRESSURE Of:FIVE FOOT PER DISTAL HEAD. ONE DISTAL HEAD �) i I • -EL.0 13.2 . I . U Q) (02 U) I ,i-4.31 rn i ll X J. . FINJI ' I I * FLOOD / , NO METER SET (j TO EXIST.WATER MAIN,PROVIDE TAP 3; i DI'ELLIN6' . -.',' � DRILLED AT 6 O'CLOCK AND USED WITH 6EOMATRIX ORIFICE SHIELD. D15TAL NO OFF-SITE FILL WILL BE NEEDED TO If) � . FOR NEK WATER fflZff,E LINE � i �' i I .. . -4 ... B A Y MEET GRADE ELEVATIONS PROPOSED ON OSWRMV P� , I : !_ I � . . . 9 3BEDROOM . . . r . ZONE VE :F - .r 1,,, _ .,5::, -.. MONITORING PORT SHALL BE INSTALLED AT THE END OF EACH TRENCH. MANIFOLD I I (Z i PRZ:lP.'1'0 HM,ZRV ,, - - . . 100 Ist STREET PUBLIC WATER THISSITE. EXCAVATED FILL WILL BE :1- 'N i . / K. G) STEIN SEA FARMS,ELL,I i - : Ltq-0' , -*.'.' 9 FTPRINT OVER FILE .* 1,- `H "'.0 ` - . . ) ... [b � ? , . A10 TRA"ORT FIPIN& 05E V2"0 CTSI POLY PRESaRIZED XFORT PIPE SHALL BE UTILIZED TO MEET PROPOSED GRAVES. i 1" ----------,. _' i -, . . . ):7,: ,--: ::: � - ., 11 '_�Illi G",t.,:1 I ; - � / I - FNID, 1,025 SOPT. -, - . I I (ELEV. 8 .. ,Ia I ;zK �4:;, I- k . . 4a � i Le A't! N f' I/ / . ..I.. . M VACANT SLOPED CONTINUOUSLY BACK TOMFZ05 PUMP STATION FOR DRAINAGE BETWEEN NO EXCAVATED FILL WILL BE DEOURSED !11 - i" . . . . . . . . . + @ ALBERT 16RAtVY WOOD, 1000 151;STIR -5 . : �_ . . . . X r__) . . . . - I t . . . . 11 • � - : I . . . . . . . . * - - . .. SEE! NOTE TO CONTRACTOR',THIS DWG, � I `11 I I - VHN- dr, : X . . . ., , , . . FOR REO'D RATEAEU SOIL QUANTITIES. I- cl� n ! I �_ 4 I . . . . . . . . • / " — 04 (3 --Z! I . . I - I. I - . . . . i i 5.1X i I I I , . . . . . . . . . . = I I I I CYCLES. WEEP HOLES TO BE DRILLED N PUMP STATION DISCHARGE ASSEMBLY BEYOND THE SUBLECT PROPERTY LINES. I 11 2 Ind P� V t- . ! I :::�v T_ 3" / ,'. . . . . . . . . - I It 4 , 1. , . . . . ..11, , . . . .- 11 - 0'0! - -. .. - - .. . . . . . 24.21 ti I % I � ,I ,"— ji't, I ! P)RoP05E�, 1. OM . . . . . . .. % FW DRAWING FOR STRUCTURE/COMPONENT DETAILS -a o! I- EL 13J ./. . . . . . .. . . . . .... . . . - , T1 . PROP05ED I/A ON-SITE SANITARY SYSTEM — 6ROUND LEVEL O' - i , - " � - •/. . . . . . . . . . . . . . . I T'r . t I EL.6.1'; I L5 V )- .. i 110��PLANTINS,, 1 5 , I r- .1. . . . . . . . . T_ I I 1 �4 -1 , I . . 7 i I- "Q� . ". . . . . . . . . . . . . / AEROBIC TREATMENT PLANT: 3 BEDROOM, HI&H GROUNDWATER � 5; nx bj!50.t=T. - / 1! , . . . .. . . . I. /; K I - USE, FUJI CLEAN USA ENHANCED TREATMENT MIT(M), MIXED SAND AND LOAM I/A SANITARY SYSTEM: . I < - . 'o - Oil T i It T. , . . . . . . I � . I I It / \ . . . .. . . . . . .;�, PROPOSED .. (00 NOTE: i,_4 \6 W I i ./. - . . .... ...- . . : [ORA551 l . 0 16 (6RAVITY SY5,M516N FLOW: 500 6M) ETU "M" ­ol O ZU_ i i 4] 6.0, ; */ - - . , . ... . . . 11 .Ifny) ist STY - MOM a I-FUJI aEAN 01,1511r:HASTEHIR TREATMENT E F. -I ! - .1. . . . . / �_ of UNIT INCILUDES: BLOHER MODEL MAIGIO09 5Y5TEM *THESE PLANS ARE PE516NED TO COMPLY HITH...I 11-".221I it ' ' . . . . . . LL . HOOD DECK. I .1 I . EL.3-1" — �- 3.0' BELOW ii5RADE I - OREN(,O LIFT STATION 2'FVIC V5rr THRUI ROOF Of:FASTIN19 . 4 I-, I :: CONTROLLE'R - a UNOFFICIAL COMPILAT`ION OF CIODES RUI_E5 AND RE15ULATION OF THE STATE - it �`* /I...`.,..`.,.,.,-1.I...I 6.01 / 320 SQFJ. ,I: I-6EOMAT LATERAL-3q'NDE x 34D'L6 4 i� - 11 - I. I BUILDING,EXTEND A MR OF b- AOV THE � DHC) ljV KX . . . 61.61 4- I (OP/CNTIRL CENTER) N ALARM BEACCIII I AUDIBLE 0 BROWN CLAYEY (5Q OF WH.YORK TITLE 10 DEPARTMENT OF HEATH.CHAPTER 11.PART 15. * I M I C) - : , . . . . * 4. � - 5TAWARD5 FOR INDIVIDUAL ON51TE HATER SUPPLY AND INDIVIDUAL OW-m � . . . . . 11 � i �_ . . . .4. I " ROOF LINE AM HAVE A MR.HOFRIZORTAL )C X /. . . . I / I I I OjMM TO 6EOMAT) � . /T�H _ ,��_ HORN ALARM (LOCATED REMOTELY AS SHOW .- = (Z 11 SEPARATION OF 12"TO THE SLOPPED 1� 'A I . . . . I * - � EL. IV —� 5013ELOW GRADE WASTEWATER TREATMENT SYSTEMS.APPENDIX 15-A I 0 . . /.,-. ..I- - , E)4,1 ,10-2' 0 1 __' I ; 1"14.1 - PROVIDE: - -,-,., . . 2, PROP/ � : . I / E3: . NOTE TO CONTRACTOR: ROAD � �� . . x:jI / . 90 ALL CONNECTIONS,A5 REWIRED BY MANUFACTURE ­__q 11 PORTION OF THE ROOF(PER OLD06 GOPQ I �, . �=. . ISNO WTR PALE BROWN FINE SAND(517) •*SLOES. FOR APPROVAL OF PLANS AND CON571RIZITION FOR 2 � Cq. 1i 1, . , I : .1- F ! 11 .)� ":;­ ' ' - _R11 2W F1, � i- •, , o PROVIDE I&CAJI.YD5 OF RATEABLE SOIL %0 . ! !! ' ' . fN I ; so REINIF-ORGED PL.ANTI-FLOATATION FLANGE TO * EL.0.711 1, ! ! -1" . , SEKA49E P15POSAL 5Y5TEM5 FOR SINSLE-FAMILY RESIDENCES,-DATED TYPI06L E= L&M Cj (Z �� . , _ I- / . DEM, IL / = / r\.1_N_/'N1%.,.,1` 54'BELON 6RADE 12-2q-2017. (SW OR SP PER A5TM STANDARDS)FOR THE NO-c<,ALE � �/_----.,-.*-.*- • Ci8l I I 1 . " COUNTERACT BUOYANCY >_-� � �) ! . I __ . I ! !i ,;, .11...���,,�,,,,, _4 r 2 WM/ jr! : LOT 31 #** HO119NARE61VIRe,"ENTS RFP05E OF REPLACING UNWITABLE 501L! T5' + ci ' II 6=1 CONVENIENCE RECEPTACLE NEARBY CONTROL WATER IN BELDH 6EOMAT LATERAL.., I 42 Ar . . . . . . .r- 1 4: / Z 9# PALE BROWN FINE SAID o SEE 51TE PLAN AM SANITARY RISER FOR EEQEQ5M n i 1-5.".6 - Ik , /. ..- . - t- I IN Q; PANEL LINE/ SYMBOL LEGEND �� ! I i -i . I . . -,t�-j -4 _j - I AREA I OF I.Q). . ! I � 1_�. - /, , *1*/* / I . I : * MAINTAIN REGURED SEPARATION DISTANCES,DW9 SPI (5p) PROPOSED DESIGN AND REXREMENTS,FOR ! / T . I - .143' . . 0 REPLACB4W OF NON-RATEABLE SOIL. .. ! - N/ . . . I •1/1 I . � • SEE DETAIL,PH55P2 I . 11 �Z, N, 1:/ I UTILITY POLE CTD-) -12 I ! . , i I/ / 2&h, PROPERTY LINE! I P 11MMANCE: 4-� , I i -i -_A EL.-b.411 13.0'5ELON GRADE — /1" # 10.7' :L I _..1 i I � 9j . Ljo, 7L .4- 1 (0.1242M) 11 - • � I;;_- ,�r� " I . PROPOSED LIFT STATION EXISTING TO BE ........ ..............I........... "'(1 f5,40a rxq.ft f I I .,< �, . � --- HMIRANT I I ! 1h �R It 1�� , .', I . .� . USE: ORENCO SIMPLEX PF3005 PUMP STATION HIGHEST' GROUNDWATER= EL.5.0' REMOVED/VELOCATED --------- /�Y�� 5GDH5 REGORD ID: f:Z-.22- -751 1'.-t ­ 11 . � . -- I- " / . ,, I 0 543',O'MW TO ETV) :� / .. PROVIDE: 0 H ! 11 . � ] 0 � -1� I; I � 4r/ - ! Z . I ! I "5 4 - 1� A� 1. � H16HE5T"RECORDED 6ROUNDKATER = EL 4/66'PER , I 11 I -i- - 6 i ETU -,/ \�7 /.- 1� ,., I , __ __ __ - - . 0 1,1565 WELL 53436q.1,EL.4.66' WATER K TEST HOLE-(�- . ! i _W �_Itl_"' 1\1 I(D -"�q - ,\� �', �­ -1 , '!r - - - 6 REINFORCED P.C.ANTI-FLOATATION FLANSE TO ENGINEER: I ! - - A' -4 -V I _'!� I '� 4 y t:) / :, CONTERACT BUOYANCY (11,qI00 LF FROM SUBJECT PROPERTY) SANITARY SEWER 55 0 I 1,i� , ,4.21 .... 6ROUNDI WATER PER TEST HOLE = EL.Oh' FINISHED - J! 11 'S I (��o,I-- Kl/ PROP.ELE-0 . � � // I/ � so SEE "SP5 FOR DESIGN AND RE6HREMENTS : -, .. 11 - . `�. i ? MIN %44--(': A 1 . _: � i "' ;� I I UA `\ I LINT)�'CW ' A "I 1 7-:11 r, , ., CONTROL PANEL,MOUNT ON PROPOSED VFRAME ELECTRIC -11 -0 -# ­# - . !I � � I � - @/I . I'll , A� , �, I OVERHEAD ELE FLOOR ELEVATION F.FL.EL. = N[' ! -, ; IV, t .b': " i_31,4 (_-).1­­ 0 - - \ ! 11 � 11 Lt I. :-_ii ... \ f ,-,- I 0 r"',�,, FIROP�,, , 4_ :,� " � . ,( T I Pi I ! i (n .+ ) .AIR VW `� -I- , / . TEST HOLE SILT FENCE BARRIER - - — - — - - FROP05ED SANITARY A/I 5Y5: - 'k-,,I .., ,ii, . ± I CID " /* ! IIZI I \ I � ,V I I 51b' 4- . 4< I ! ! �40 . I '! . " . T g� i 4- '\- - �, LINE r-/44'00 1� � % -'� ; 11 ��", - � ), ..r I ,O�RVICE5 i--1 T T-U " � � -, 1,1 )3 .-: / = 0 _1 ' \ IV% , >, ", � X (KTLW TO LS) �_ - - Q') ---..1!---------------­ B`r: McWNALD ISE X6.0 06MT06M . I 11 ; -< .1 __­� I I . iA /J ... QI) = ir-- ----------------------------- EX15TIN6 SPOT ELEVATION 0 - " I ­W I ; . . --i : � DATE-01-2&-2022,q:20am r- ,� (T-1 I. � : , - Z �2 11( I : 000 , , W: 1 .5 1 . " : 116.0 "" 11-1� , L I I I I. ::r I/ I. �E � I I,- � ' I � I - � ; / �jf ,. I L5 �2 - ,� 11 I � - I Q) I PRDP05M SPOT ELEVATION (j��D ---­1 � �T% I �_ li'r I I- . : I 4.It�x I-If '. � . ;, \ I : - I . I -7- ; I I 7 I , PROP(5�, . F� I INS FUJ CLEAN ETU `�, / . . I PROPOSE DWELL I . 1 4�1\4; , * �< 11 I (j) . .Z_ ", . : i 114 , ;, � . M : -1�I')- 11 " �- I � I I : : MOM CaB ! . I...� I I . I I :K I 0 BEDROOM) I I I., I / ;� . i . ! MON -,1_� _;.j�..I , # , SOFT, 111-2 + , .. i _,�­� " __ I .I _111el- �WA'7XNTIN65 ' b? I ., . �' 'I,. § t FO .4i 4 I, ',_� - 11-1 / I U : FINFLEL.132' 1 ­­ .\. ,It�.� >1 1. I . > I I , I _)� ! � k 11 � I I I "A" , 1�41,-,4'-H��," N, �-­ �_ ss ( i , 44,4. 1 1'� I �, 1, '. 7� I -, , PARTIAL 14�_ 4�,-; �4 .1 —_. 411 I I_ \ _!� 777:,-,,,w-i-;4_-1,4 . r- i . �4�jf. I ,� . : i i�. -4 * ' PROPOSED ,, ' ' . I , :I- ", �` 7'K , I 1­4 ; 4!J,1�.Ljl_� , �( 4+,t;�i��,,­ _N 11��, .1 �:, I I 1 44,.: . � .k,j_,��+-I,i I �, > ... t��+-�4f+_­ir .I W, . JEFFREY T.BUTLER,P.E. SITE PLAN -- 0 71~-OU PIPE d-jX I I � .. I I . 0 I ", ,_ I I I I N , I . . I .TO LEAGHIN12±1152 ,REMAINS I 6 i - 1111 11 ,0 P , I .��, ., I 1 , PROPOSED WORK 05so C,1*5 Pay PIT5%FM PIPE 0 - .. i X �,i.1 , -1 t,v z�.2' .. I I I ,1 � . -V I N83 41'5011W E .. -------_ 2V SPIR 35 ! I � () ...... - 'It, i 1 0 F_ A95OR17TION BIED, 71*00, 7'­'--:-...-­-..- .\ BV41.4� VENT PIPE 1 1 5TWWRIE COVM NOTE: = I i I ALL R15M COVERS WEI&HING LESS THAN 60 LB5 �FPRQVI�L M I j1i SHALL BE � ­ I C) (DEED) I I 5!M85 AET.A: o 615"T LATERAL,6EOTEXl1`1LE MAT A66EMMY I ! I USE FILL ACQUIRED FROM MATERIAL U51!FILL ACWREV FROM 14ATMIAL M V_ . `H -�(i� I i PROVIDED HITH A 5EGONPAR`r5AFETY LID OR DE"AGE. - . ­ I I 1i I o '?� W DISTAL PORT,I -3.Z�WIDE x-340IL6 LAT W i 11177=71 I-- ­_ - � I I �� -7 . L I 76.9s, (SUR 1 , .. I 1:11 1 ]EXCAVATED ON-SITE FOR THE PURPOSED ON EXCAVATED ON-511E FOR AREAS OTHER Q 0 10 5 0 10 20 � 7_;A : ! I I i 11*= IlO`_Og - .411l'D151".PIPE(OVER MAT ORW F5FORATED, V _1 I 2.1' •-, ,< El,1-i 0 b i i , SAMITARY SYSTEM COMPONENT INSTALLATION., [V414'FRES5URI2FD XPORT THAN eEOMAT LATERAL INSTALLATION. ts) § 6RAPHC_,SC,ALIE 14 EY) , I _!� . I it PROP.6RD e -8 . I ii I : I i I 1 : i I.-4 1 i W)50 HOLL-6 e b 4 4 01CLi36K.ONSTALL LEVEL) 'N 4.0; i BLIDS,-EL&2' PIPE TO LEACHIN6 FEW : 1 1 � i I I I � . WI 11. ! Ej -1 I- � I \ � P-.4 V I � : _j 0 MAINTAIN ALL SEPARATION 0151"AltICIES, �It ,Z.,:, I �� : FROVIDE COVB;Z5.- I �) � I .. : E' -q-, @, 4"O SPIR 35 XPORT PIPE,5.08 LIN.FT. 11 ; . - I EX.GRADE 6 EL. J55' -1 4 I . I M : /,. Ci -1 ..6� e SIZED FOR 3 BEDROOM DRILIN6 Ir') I ,I . - HO RE-501REP TO 13E X1 AT FIN19W 6RAVE LEE: PROP.GRADE OVER �__ W 0 Z . i i 1. 1 ! ,I F_-,!_1-),7;; - - _m,` : - I I 1 : ! t 4 :�' -1,1:,"T , , - P L. "'. . ,-1<< 'Aff LAND 1FINI-1 Dw�*no COVEIZ5-L06KI1,115,NAIIERT16W, 'W'D 4 *SEE DETAILS,DNS 5P3 F , Q\ MIN.SLOPE =V/L.F.R �. I VACANT ,-.,,I 1, : !j I i ABSORPTION BED a EL.:162'I : L I . : �­I LL_ R\- :K I i ;:\ ! ! I ! WECT-W=P,FLAT,SKID PROCf:,13E APPROVED 5D8'L6 x Yo'= Oh4" = ODb'MIN 51-OFE IL I.j _---li-'PETE I &I i r (SEE ffDMAT/MANIFOLD DETAIL PF-OPO5f V II-­1 I I - :1 : I . 4.r I . : : 1 I 11 9 *,,/� I I . 1 : . I FOR 513iAISE ME 4 HAVE W PROTW110R ON Dke SP3 FOR INSTALLATION REG"'ITS) C/)NALL . i ! i I PROP. a � . : PROPOSED EROSION CONTROL I-`l1EA5UR]Es I . i�_11 * . : I .'j, ,4_­WLI, '114A, 1, USE: NATIVE SOIL(CIE III- LOT 32 1 Ill ��.5 I - i - - CRADE OVER - ...... I 9 . PROVIDE SILT FENCE BARRIER#6 SHOWN, I 11 7 ""_­._�"""­1 ii . I17 ; : - " PROP.GRADE OVER ETU 0 EL.5A5' I ,[SOIL COVER OVER 6EOMAT >-� < -,r I i � T ;. 1 LAI I I I"A I gl ,i,k,,,A- 11, ­­�I*1*A 1,"K k"FL,A � . i I I : . "17 , E51',! -)b' �__ I 7771 " i� . I I � �LA_ -..t,-,- \, .1 L.S.0 EL.52' It _ZI. r- MAINTAIN BARRIER UNTIL JOB COMPLETkN i _ - �I 1, � _= I i t \ I ,I,A ­'1,4�� .1 I , ­,,� W,'­_A�A] 1 -11," , .�1,1 41-P-10,AI 1.- I g X 'A, V1 6-1. 006RD I LU _.i i 11'r- _21� 1, . : . : t I I . I - ,i y I / ,I .I I I I I 1: : : EXISTING ORADE 0 04 4 I I ,,-,,---I-, — — I i L J, '41 I ! I 1! ; 1 1 , . 0 W — I � I ?��) D.MAT 0 i : : � i : I � � � 111. " !L11 �, 1 I 1 I I� I 1 1 l��, ��­"'�"',,� I PROPERTY LINE = EL f4 T 4_1- I C� I It� � rq , , ,;L> c�;-�L'@ I : � , --j""I ',,4,< I I , . I) , , .. j I I , I 11 ,\\,\,,\ 1­ , ) " -e, 0 r , I 1 It ,,,-,; 08, \/�\ " ,,�-­�� 11 17, I�11�111�1­111 '�_ I E_.� Z \j I LL_ 1.1-1 A0. \ �, . 11 I . � � 11 \ " - i, -— \/ ,X E � " MIXED �/, i__/_/ �',1, J ���� I __­77 -_ � I.E.OVER /5EPARA11ON DISTANCE FEGM5 FOR ,--IT I",�<;/ I I \ 1 X- I , I -Ii I;W 6EOMAT /��,/�1/1-11"' Q) SANITARY SEErno , VA OWS,PUMP STA OR AMSIMITIALI: . .....1111. ............, 5 SAND i ,, W 1�\, I I"I I I /i . T a . ,� 1/� lI_­1 i i! . 1, ,</6 g 1�//, AND� - D 111 i .. >/\/ 'I i T1l,A� - EL 5.06' : I i \' \ \, I I i ! : I I : I :� ORENCO \,I- -\T - 11 1\\�\�X�� LOAM 4 (3 : I I I­/ I : 11 I -.01 �ii i I SIMPLEX I - 1\ ! : : 1 ! i ,,/ir�;ALL (00 V -.. i i / - I"I MR HDRIZDWAL SEPARATION DISTANCES: L.ROAD STORM DRAINS = ,W O.W 0 T� \�/\\ I I I SOL IN Tfa SP OR 5_�l 1 U5 A.BUILDING W CAILAR = IO`-O* HL6- ,�� ! ." LINV.0 ETU EL.5.6' \ 1.1w.0 L-5. = / 1!1 I M /i I FM A6TH STAVP��I , \,/".\ I I : i i I -t!� LU I.- It N DIN6 ON SLAB = V-O' K ON-SITE DRAINS, = 101-O' = EL I.3.12 I � �L EL.344'::-� ill DISCHARGE \1 \ frM OF 2) 1 /. /:�,/ I I I I I I i i � LATERALS) N I : . I ^-,N-.^-,--.^--^-k�_� ­,�,I�_ PUMP BASIN ooll , B.BUILI EL.5.11 50BLIN 6RD Coll -O'" : - ILI : -------------------�---------- �------------­­­---­----- ___ I Ir I 1111 A, I + \ +++++ -Il- +1 - G.PORCHM,DECKS,HOUSE OVE141AN65, K CATCH BMI11,15 040I,14LEAGHINIS) =5' i ......................................�------- ------------------------------- :::::::::::::::-----------------------�---- W W% I/\/ I+ C) I -­ ...­---­ -....­­­.- ill (LIFT STA.) � I I I I I I I I I I: I 4 i. � 4_4 4--1 EARN III— --I \Z (N t — ! ------- _ , , I O.SANTARY LEACHING POOL= V-0' . i 1;/I �, r-) III- CANTILEVERS,ETC --:V-V - I " FUJI CLEAN CEN5 h 11 I I I 1 i VI F I-T-F-1 I I---------------- a PALE BRIN FINE "I li 1 � L \ r i [A 4V T PIPE, * , II 11 I I I 1 1 : I ! _AyEY / D.WATT LINES,= 10'-On P.SEPTIC,TANK,RW STA OR M.H. = W-0" ZONING INFO I SUR 35 XPOR O.IRV.a EM = I--.] I i i i i i i i i I SAM(5p) P , 0 0 I INFORMATION,MARINE 11 III. : ,I k 11 I I I I I I I : : I 11 SAND, -I I 0) I ! - 4� a PROPERTY LINE5= V-02 : i t 5DWLIK FT. ENHANCED TREATMENT UNIT I - IL Cj V : � EL.55' I I ! I I I I I I I �E.SURFACE WATER MMY05) =15'-O' LOT 5ZE CAT156ORY,LE55 THAN 20000 SOFT. : ; I 11 I I I ! I Cn - REAR YAW SETBACK(M�*.2Y MIN I . ---.--- (911) ; MIN.SLOPE =Y4`/LF. I EL. 1.11 ; ------;_______ R.SWIMMING POOL= 20'-O' PRE50ENTIAL URT NT14 CO"MTY NAT% I &Q.LPL11i111I LJ k 1 1 1 1"'I!�11�11 I 12 5.01"6RD =� F.PUBLIC,WELL = 2W-O' EXisnmep. VACANT I � ==. I 11 c LL i 5.0VII 0*1" - 121' - NATIVE I 0 (N M S.TOP OF EMBANKHENT OR STEEP SLOPE EXISTM LDG 16,562 SOFT.(0.15e AC) PROPOSM,313' :S.PRIVATE HEILL=15'-V' 4 : OJI'MIN SLOPE UNF>1STLRBEP 501L: 05%SLOPE OR GREATER) = 25'-V PROPOSED LOT;N.C. : --.------- 0 (N 0 H.RETAINNS K64-L"WROOF) = KY-01 I � 6ND WTR 5A'51-A 6RD O4 WT.BLUFF = 65'-V LANDSCAPE AREAt 20%MIN I ..................-................... �I I o EL.011 U16 FUEL TAWS= 10'--CO" �) � 4 I K W&UTILITIES,= V-0" U.PECK/RAMP= 5'-O' LOT 14"5&MIN EXISTIN6P OD SOFT.(0.0%) I H*FIEST EXPEGIED 6ROI.MPHATER= EL.3.0' DD.ETU 0 EL.-Oh' REPLACE UN5UITABM 501L MTHOLE): i EXISTW= 1003Y PROPOSED: IA55 SQ.FT.(2ODqV . H16WST REC��6R0URM-JA1`ER=EL 4.66'PER SEE PROPOSED REINFORCED CONCRETE 4 W TYPE SP OR SW PER A6TM STANDARDS WATER IN a OSWt NL. 0L666 WLL 53q3bq.I,EL.4bb- SEE 'PROPOSED BUOYANCY ANGHORINVROTE A5 SHOWN � :2 � SEPARATION DISTANCE FEWEEMIM FOR SANITARY LEACHIN07 STRUIGIVE252 ANIT-FLOATATION ANCHORM' PALE M Z MAXIMUM PE121,117111ED 21141ENSM- 0IAO0 LF FROM SWJEGT PROPERTY) (SITE PLAN)AND SEE Tui CLEAR CIEM E11,10YANCY SEE VMSP5 FOR BASIN,PUMP DETAIL.V CONFIRM VMIN RATEABLE STRATA BELOW MATS FINE SAND M AMSIVIENT161.2- LOT DEPM,150"MIN LOT CkVERA&E(TOTAL: W%MAX(20bq 50 M 6ROW WATER PER TEST HOLE -EL.0.6' CALC AND DETAIL'ON SIP2 FOR PROPOSED 0 PENETRATE SURFACE UNTIL SAND OR () � MINIMUM HORIZONTAL SEPARATION DISTANCES: M.ON-517E STORM DRAINS OR RECHAIZ6E EXISTINS, 65.40' EXIII VACANT WTH017 TO COUNTER BUOYANCY AND INFORMATION 6RAVIEL.STRATA 15 REACHED (517) ', A.BUILDING W CaLAR :: 10'-O' BASIN5 = 100-0 PROP0_%V1 NjC,. FROPONEDt 21-)'-%OA82 SOPT) 0 1 B.BUILDING ON SLAB= 10-0" N. CATCH BASINS,NON4EACHIN6= 10'-O' FRONT YARD SETBACK 03RINCh,35'MIN 6RO9S FLOM AREA: GEOTEXTILE G.PORCHES,P15%.5l,HW_E OVERHAN65, O.SAX LEACHIN&POOLS=&'-O' EX15TM WANT EXISTINS,VACANT PROPOSED SANITARY RISER DIAGRAM LEACHING LATERALS (GEOMAT) TEST HOLE E__-� PAGE: - CANTILEVER15,Err, = V-O' P.PROPERTY LINES = Y-O' PPOPOSED, 13.2' PROPOSMs 1,q04 SOFT. W/PRESSURIZED PIPE ON TOP OF ASSEMBLY D.WATER LINES = 100-O' a TOP OF EMEIANKMENT OR STEEP SLOPE INNOVATIVE /ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYSTEM (TYP OF 2-39.0"WIDE X 17.0'LG) BY, MCDONALD 62051ERVICIES �4 E.SURFACE HATER(wrLmps) = W-ol 05%SLOPE OR 6REATEPJ = 02 SM YARD SETBACK(PRW� 25'M OULDW HE16HT, 3' RAX IN PROPOSED ABSORPTION BED DATE: 01-2b--2022,4:20an C/) F.Mr,HEII = 200-O" R.BUFF = W-0, EXISTING, VACANT EXIST(�:VACANT PRESSURIZED SYSTEM C04) . 6.PRIVATE WELL = W),IW 5 SEPTIC TAW,PUMP STA,6REASE PIROPO"r ,24.7- PROPOSED: 34.15' SCALE:NONE SUBJECT PROPERTY CURRENTLY: K RIET.KAU MTIZPROFf) = IO'-O" TRAP OP.MANHOLE = &-O` & SLELECT PROPERTY 15 VACANT �� J.U16 Re TAWS= 10'-<r T.SWIMMIW6 POOL =AV-O' SIDE YARD SE�CUHIMATT�ffi MW,): 50 MIN NIJMEII�R OF STORE 2 STY MAX K.U/6 UTILITE:5 = 51-08 U.PECK/RAW = V-01 MTIWm VACANT EXISTIN5o VA&W 0 NO SANITARY SYSTEM EX15T5 ON TH15 PROPERTY, �:) SPI L.ROAD STOR11 DRAINS OR,RECHAR,6E a PROP05M,41Y PROPOSEPt 2 STY i NO U/6 STOR.A�TANK EXISTS ON THIS PROPERTY, EL._bA1 50"6RD U BASINS, = 200-0' PROPOSED• NO EXISTING' OR EXIST 6ROUNDHATER E%4UNTERED C/) OR ARE PROVIDED FOR THIS SITE. 5A'"6RD 0 EL.0.V � of 3 � : i : i i I i i i � P I , 0 V, I � V I IV11 I I,, 0 _�'� -Li5 X I " I I 1 7/1 1.11 I M I _ I i -- III Nonni I Will I 1/4"SSTL CABLE SECURED BY 1.4' 567E CI EVICES(TYP OF 4) FUJI GLEAN USA GEN5 (2)2x8 x Q EIVGTH TO SUIT)AC,Q p GLEVK,E ATTACHES TO NYLON 2.4' 2b' 2.1' CHAMBER Volume (goo TREATNBN'T HORIZONTAL CRo%NHS(TYp) STRAP RM6 2_�. (D 5edtmentatlon Chamber 277 0 SY5TE M MODES- ::. ::::.:.. :.:.. :';::.::::.:.. O VENTLAnON FIFE SGM BAFFLE � 0 Anaerobic Filtration Chamber 718, MAC,BLOWER MODEL FUJI Mao USE(4)1�'�6ALV LA6 BOLT r:I=lp. 80RII (TYp o EA - - RECIRGULATTON Aerobic Contact Filtration Chamber 127 AIR FLOW VOLUME - 80 Llmin --- POST) ®HEAD /A PNL 0 O 4 ALARMQ 4 5tora AIR LII'r tatMP Chamber 63 z�GFrr NEMA 4XI _ NORMAL E 15 kP • REGEPT • l �f f 3 DISINFfGTION 5 Disinfection Chamber 4 a�� GYLIWJER(OPTIONAL) THE CONTROL PANEL Total Volume 74q RATED VOLTAGE 1201/ BOX MUST BE PLACED 4x4x81-6 AW TiMBER OUT5IDE ON A � - lrl::-:: I'`,. T - / „ FRf�GIUEEdGY b0 Hz POST,MINIMUM GOVBt 36, SUITABLE PEDE5TAL Q �....: ._. _....T. 5 A�ET PIPE _.__.__ 5 OUT1�T PiPI -1 I = SPi=GIirIGA A "IN _ _I1.= +, � i W&BADE WITHIN VIEW OFT I 7 A \ / i �I, �I', A TIDNS OUTLET PIPE 51ZE 0 rrm ID(ftm OD) HFJA � ! � . . SERVES GHONTROL i - mil_ ._:._.: - (` !b4 10&64 OD) 1h1 i . _. I-1,i. > y,.................... ' ';._ }I Anaerobic, Media PP PE Fil CENTER SHALL BE : :.::�i r ...._...._.......__....................................._........_.. ...,.......................1%... / Itng Rate 32SG DIAMETER ~ { �fi _ ... ; _... MOUNTED 35'ABV Board T Aerobic Media PVG/PP/PE Filling Rate 50 �tlw FUJI CLEAN ETU „ OR ABOVEBFE V I6% -- ----------------------------- ------------- - ---- -- MODEL C.ENS / - ' 4 - WHIGHEVER 15 H16HER. Imo!;_-:.�lL: - Aerobic Media PP/PP#= Filling Rate STD POWER GONSI�noN LI - , O kNVDAY AIR LIFT PUMP ' Li_-- Iht ET BAFFLE FRP l� n'J Y Bower 2.8 cfm - C) I / / AMPERES A 3 Talk GRADE _. / ''.-Ili i , >x. -_ Piping PVG PP PE POWER GABLE 3 x 18 AWE,x IB m(593) G /Gast Iron - AC• :' TURFEft _ .. . .'.. FUJI GLEAN - AGGBSS GOYerS plastic MADE M JAPAN BY \ j DtsinFectant (opt Chlorine Tablets tQi _ REGIRC,UI.ATION PIPE FLOW BAFFLE in'AIR INTAKE y • .' •• y .1 f - (aEANINS OPE IN2) E .;.-.;. FLOW OPENNB(tYP) to p o 3/9'x 12 x i-V4'561L EYE B FUJI CLEAN USA Air Brower shall be: OK HO (TYP OF 4) ✓ in as close proximity to control panel as possible PLAN VIEW ENHANCED TREATMENT UNIT (ETU) '� on a solid(e.g.concrete)pad to minimise vibrations 'H' FRAME DETAIL - V4'SSTL GABLE SECURED BY 4'x 5'x 1'-10"SLAB ✓ in a location above water level FOR CONTROL PANEL AND GFI RECEPTACLE 557E CALM CES MT OF 4) TOTAL VOLUME: ✓ away from grease exhaust fans. STRUCTURE FOR I/A OWTS CONTROL PAJ MCU'NTING CLEVICE ATTACHES TO NYLON 621 C)J-T.(3k CUYDW 2O'4b HOPE 5E CA RE HEAVY MODEL CANS y SGAC E, NONE STRAP RM YE15HTt 12X2*LB COVER BY PoLYLoK,TYP. ✓ away from bedroom windows and other locations where SCALE: NONE COVER RBY SECURE HEAVY operational sounds(although minimal)may be a nuisance 3/8'x @ x 1-i/4'xTL EYE GOVE3Z BY POLYLOK,TYP. ./ In a location that allows unencumbered access for HOOK(TYP OF 4) 20eO SAFETY SCREEN 20 0 SAFETY SCREEN BY FOLYLOK,TYR BY POLYLOK,TYP. inspection and maintenance activity STOPPER OR �,Tp C,fNCR ✓ with proper electrical grounding ENO PLUS, TO GRADE 4'x 5'x I=Io'SLAB FUJI CLEAN ETU ✓ with wiringand electrical connections made by a licensed TOTAL VT(31= BUOYANCY CALCULATION: 82t GUFT.(3t GUYDS� electrician. NE16111': 12°M2t LB BUOYANT FORGE IS RFIA-T OF AIR VOLIW 2O'4 RISER BY IV IV 24' CYLINDER 24320'�RISER BY with no objects on to of electrical cord. WITHIN GONTARERS FULLY IMID M WATT FtOLYLOK TYP. MANHOLE MANHOLE MANHOLE (On� MANHOLE '�- Pam.Y, ✓ in swell-ventilated Space out of direct sunlight and -�^ER PIPE E:BE ADDITIONAL D INTERIOR OF_ F BHAL CM EMPTY TAN:BUOYANGY: 8M LEIS _.__-..----._. T protected from elements such as direct rain or snowfall. 30'ELBOW NO HOUSE TRAP 5 XL BE PROVIDED SOSG SAF1='TY FAGTORo 4I0W185 ---- J - - �,• ✓ Hardwired to power in Stapes an jurisdictions that require PER IRO 2015,P3201.4 - - ..,.... .....-............. ,...._.I -U . eqU TOTAL UPLIFT RESTRAINT; 12,2b3 LBS _ _ 2 ■ z CONCRETE hEI6HL 150 LEjS/CIF. Q -- N - __.--_..-.....---.-- _......----......._.- .. ..�.- ._.......;._. = FLOW of�tlNs a hardwired connection. MIN 6 MIN - _ I.............. - RECTAN6UAR COWAREM PAD" x 62 GUFT, 4L6 x 3,0'FI X I-10'DP W/ _ �; - L......_...............' �` STRAPPING AND AJJGHORINb PESR DETAIL - i - � l REIN F Rap GONG.SLAB, ANTI BUOYANT FORGE= 12X2 LEIS BOARD TYPE N5E CHAIRS) ANTI BUOYANT FORGE EXCf W5 BUOYANT FORCE j 0 .ill GOMACT MEDIA r BY A 151 SAFETY FACTOR ; i `'' _]���`XTM W N : !I i-: a : X • ' LLin FUJI CLEAN ETU - +COUNTERACTING BUOYANCY ,IN O ® u, REGIRCA A'noN I FOR U FJWYX)T(5)LOGATT D IN TRAFFIC AREAS VI ^ 0 INSTALLATION DETAIL 2 ASLY TYPICAL SLAB DETAIL F�zo NTH TRAFFIC BEARING FRAME.AND COVER. }- O 2.FOR USE WITH BUILDING EXTEN510TSJC4NHEGTI0N5i. ('n X SCALE!NONE v �v AT ETT)BLOWER UNIT lc,i 1L_ SCALE: N .S X Z AEROBIC MEDIA O 3 0'! O O FUJI CLEAN GENERAL NOTES: < US FUJI CLEAN BLOWERS--MAC-•SERIES "R" PERFORMANCE CURVES (60 Hz) I. THE ETU SHALL BE INSTALLED PER FUJI GLEAN INSTALLATION REQUIREMENTS AND ANY ADDITIONAL OU CONTAINED O =j dJ - --- - - 2. THEDESI6N ENGINEER SHALL OBSERVE THE OWTS PR OR TO BAGK HEREIN.FILLAND DURIN6 SYSTEM � D_ 1I� ?$O i START-UP. O O LMh 4B GF)"1 AERATION 3. THE OWES SHALL BE TESTED FOR WATER TI6HTNE55 U51N6 A METHOD APPROVED BY THE MANUFACTURER PRIOR TO ARRIVAL AT THE 51TE. (v ABLY 4. A FUJI GLEAN REPRESENTATIVE SHALL 13E PRESENT DURIN6 START-UP. 240 MAG200R. 5. THE INSTALLER MUST HOLD A CURRENT LIGUID WASTE LICENSE PURSUANT TO CHAPTER L/Mh - ---� - ------ - �- - - -- - b. 565 ARTICLE VII (SEPfIG INDU5TRY BU51NE55E5)AND ENDORSEMENT J(INtMAT•IVE AND ALTERNATIVE 6.4 CFM . ............................... SECTION A-A VIEW SECTION B-B VIEW TREATMENT SYSTEM INSTALLER)TH2OU61i THE SJFFOLK COUNTY DEPARTMENT 0 LABOR.LIGEN51N6 AND CONSUMER AFFAIRS,PURSUANT TO SUFFOLK GOIRJTf GORE, 200 _...._..........._........... _........_............ - .... ... _ 1. Tiff OWTS INSTALLER SHALL REGISTER THE OWTS WITH THE 56DH5 U51N6 DOCUMENTS PROVIDED By THE DE51614 ENGINEER. W TO GFM _ -_ - --_ I B. THE OWNER SHALL EXECUTE AND MAINTAIN AN OPERATION AND MAINTENANCE AGREEMENT WITH AN �--7 AUTHORIZED MAINTENANCE PROVIDER. THE AGREEMENT SHALL HAVE A MINIML M 3-YEAR SERVICE MAG120R INTERVAL. J180 9. NO KITCHEN 51NK 6ARBA6E DISPOSER SHALL DISCHARGE TO THE OWT5. ENO-INEERr Q L/Mh 10. NO WATER SOFTENER 514ALL D15GHAR8E TO THE OWT5. b3 GEM - --------__..-- _ - -- " . I I, INSTALLATION AND USE OF THE I/A OWT5 MUST CONFORM TO THE DEPARTMENTS APPROVED I/A OWTS !- Alarm Circuit EBreaker i �MAG200R 6I11DANGE DOCUM O ENT PREPARED IN AGGORDANGE WITH THE STANDARDS FOR"APPROVAL AND Q �( , a?:at " Float Switch,Presssure Switch, " _ 120 L/t"bl - _......_-- .__-- - _, _.. -^-.._-__-- ;.,. -: ,• ;...;;, ;�'".:- ,��.-.: Test/Normal/ MANAGEMENT OF INNOVATIVE AND ALTERNATIVE ON 517E WASTEWATER 7REATMIENT SYSTEMS. �j. .. .q` Q 42 GFM z..,. y Test/NormalJSilernce Switch Silence Switch 12. THE UNIT SHALL BE VENTED TO THE ROOF OF THE RESIDENCE BEING SERVED.VENT PIPES,SHALL T1AG80ft : ._n.:. ......_................_........ s, EXTEND A MINIMUM OF b'ABOVE THE ROOF LINE AND THE TOP OF THE VENT 5FUALL HAVE A MINIMUM * o �1 .... ... . ........ ........ . ....... ....... .... ......... ... Circuit Breaker <':i:' a,..... % HORIZONTAL SEPARATION OF 12 TO THE SLOPED PORTION OF THE ROOF. IN GA5E5 WHERE IT I5 NOT PYG NNE § .. ry ,, HPRA PRACTICAL TO VENT THE SYSTEM TO THE RESIDENCE ROOF,A VENT PIPE MAY ESE PIPED TO THE nAI ,• .v � 60 L/T1<i1 _..............._............_ _....... _......._........._......._._.._...... - 9/4'11TILM TUBRd6 ADAPTER WITH 6A5F�i �....... G 6 x I W ........................ ..........._..............__........... ...._.._........ GFM ! MAGI50R AND LOCK �� (Extra component If INDOORS Gt)TDOOTS OWTS GONtTRO PA EXTERIOR 51DE OF THE RESIDENCE AND TERMINATES A MINIMUM OF 151 ABOVE GRADE. THESE VENT _Z �' 'u. Alarrm Beacon y:' y, MAGbOR ;:_ necessary,such as :,: _.``" 6ROUND PIPES SHALL BE LOCATED A MINIMUM OF 3'FROM ANY WINDOW OR DOORWAY AND MUST TERMINATE Z� L NEi -' a:.: MALIOOR.. discharge um �Icl o`er � 4'PVC HOSE BARB � pump) ` . , �1., ,% � ; ;;:;;�,: ,;::, 2#12,#126 IN I LU6 WITH A CARBON FILTER DEVICE ALL VENT PIPES MUST HAVE MINIMUM DIAMETEi2;OF 2" `" ::, 13. ALL ADAPTORS,RISERS SAFETY 5GREENS AND LIDS SHALL BE MAMJFAGTURED>BY POLYLOK OR x NPT PITTING SC DULE DO T 5 bLET 40 L/Mh MA640R /iy///��% PANEL vs e, I ,,;' ,•� "../"; �; �".,i: - POWERP� EQUAL ���,'-•F.J�'r N 1.4 GFM MAGbOR „- / „ ,. No FIF1D �.. /Pressure Switch PROVIDE 14. DIRECT AND CONTROL WIRE5 15 PROHIBITED. ALL WIRE5 SHALL BE ENGA5ED .`� DI T BURIAL OF ELECTRICAL A MA64OR 9 'PVC,SOGxNPT DETAIL B I-�oA,E-POLE #IZ I #12, 2#IS GONNEGTION IN%"MIN SGH.40 PVC CONDUIT. ff #126 15. THE OWT5 INSTALLER SHALL PROVIDE EITHER A 20-AMP CIRCUIT BREAKER IN511DE THE DhELLIN6 -EFFREY T. E3UTLER,P.E. CIRCUIT O GOUPLN6 TAW,GIN TIC s r, 20A MAIN ELECTRICAL PANEL OR INSTALL A 50-PANEL IN AN EA51LY ACCESSIBLE(LOCATION. ' % / / BRE' S M ^ 1b, INVERT ELEVATIONS ARE ESTIMATED. THE OWT5 INSTALLER SHALL CONFIRM ELEEVATION5 PRIOR TO 0 5110M IC0.45 15/2.0 20n q 250h3 30�4/35 356DID NO SGALE p '3/4■PVG ! % #126 $125 CONSTRUCTION AND NOTIFY THE DE516N ENGINEER OF ANY 015GREPAN6IE5. r ' - > .�:";`�,., �� ' / % ,�':� POWER PANEL 17. THE OWTS INSTALLER SHALL NOT BAGKFILL ANY WORK PRIOR TD INSPECTIONS BY THE ENGINEER AND � m.- .; (,. PRESSURE KPa/PSI AIR O ffj DUPLEX 6FI OUTLET INSTAI 1 Pri 15. ALL MATERIAL,WORKMANSHIP,IN57ALLATION PROCEDURES AND MAINTENANCE OF TRAFFIC SHALL BE I- U PERFORMED BY THE OWTS INSTALLER. ' IN WEATHERPROOF ENCLOSURE 14. OWTS INSTALLE ED R SHALL BE RESPONSIBLE FOR ANY AND ALL MARK OUT5 FOR ALL UNDERGROUND �-/ FINISH 6RADE = UTILITIES AND SERVIGE5 IN THE AREA AND RELOCATE THEM AS REQUIRED THROIU5HOUT THE PROJECT Z (� G HHOED JrJlttT I r= �/ i/... .. - PER PREVALENT CODE. 20. FINAL APPROVAL SHAD-NOT BE GRANTED UNTIL ALL THE FOLLOWIN6 REGOIREI•"iENT5 ARE FULFILLED r•I- '�'CD� -, Terminal Blocks FUJI CLEAN - ONE LINE DIAGRAM 70 THE SATISFACTION OF THE ENGINEER SGDPW,AND SGDHS. O TANK WALL C40RE67WH ADAPTER !; � i ��r _ � �` , � 4'Pi CONDUIT w :.. NOTE:PROTECT ALL ABOVE AND BELOW GRADE WIRING 21. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH FEDERAL,STATE, COUNTY AND LOCAL /•� " �T � ' �. �' i `; Blower Hardwire RUN IN PVC CONDUIT,SCH 40,MINIMUM. 22 h-�-1 O m L I " SAFETY GORES itiSER Wy-L G VEERED.EONiT .,. � �'z" �• "` NO SCALE NO CONSTRUCTION SHALL COMMENCE UNTIL A PERMIT TO CONSTRUCT A WASTE DISPOSAL SYSTEM HAS � [Q .,. .: _t:�,�.<. Line r.l_.. I AIR LINE „ <, BEEN RUED. O > I 'PYG GONLi7UTT " 'K ~" ` �' _ 23 O COMPACT AREAS V15TllRBED TO 95%PROCTOR DEN51 6 I ' „.):: 0 . Z ,R°na:%,•r j"� OWTS MSTALLER T TY(3 N.BELOW GRADE, � In r O O Z El.EG1RlGAL 2 �'.�;�: , c.� ..�.,. � , � _ 12 IN.LIFTS MAX). � X , X� '� A - FLOAT 24. OWT5 INSTALLER SHALL SUBMIT ALL W5URANCE5 TO THE OWNER PRIOR TO COMIMENGEMENT OF WORK. �` Il FLOAT HII GON7UIT O Wiring t)iagram H "=..: AL RM EFFLUENT 81tiYL 5EALANi / ' ✓ ' 25. OWTS INSTALLER WILL BE RE5PON51BLE FOR RESTORATION OF ANY AND ALL DAMA6E TO ANY W I.W = MNffMTi R / y FLOAT PUMP SWITCH (Y (L 2 I'VG THREADL� PRE AR0UW PROVIDE TAW / - STRUCTURE OR 6P.ADE AS REQUIRED BY AC7MIE5 HAVING JURI5DIGTION,AT NO ADDITIONAL G05T Z I Q ,� O rn SWITCH 6 j 1NiF ADAPifR PB�ITETI3Z OF PENEiRAT10iH ti: ,. ','� �� .,;; �" � %�,.,:� ,<.3 H•Io VISt)AL BEACON HE OWNER. '� l� THREADS €; "; i ' w / :: TOT Z E�iM 5F1V./Jtf i u '' ..y3 �. -: `' I 2b. OWTS INSTALLER SHALL EMPLOY ALL SAFETY MEASURES INGIUDINC SHEETING AND SHORING TO P�ARa�v DETAIL 'A' �. - oNSITE ��� TER OF ASSEMBLY DETAIL Float Alarm Line ' �' ` '' 27 5TALLER SHALL VISIT THE 51 REVIEW ALL CON5TRl1CTI0x DOGUMENT5�PRIOR TO 5UBMITTIN6 H,. TREATMi=NT 5Y5TM PROTECT EXI5TIN6 STRUCTURES AND PEDESTRIANS n; .> yi., �, r ,,, •. OWTS M SITE,R W Q TH FEADS R15M CONNECTION $,NO SCALE! Grounding THE BID. No SCALE :<' '. / .. :, t ...: Watertight i/A SYSTEM }��JJ "" g ,� , ,' ;; BIoCk 28. OWTS MSTALLER SHALL INFORM THE ENGINEER FOR ANY GMI5510N5 AND OR DEFIGIENGIES A5 SOON Lla t- # CONTROLLERAS THE OWES INSTALLER BECOMES AWARE OF IT. i� Fittings FASTEN PAN 11 TO + iY th AND ALARM JURISDICTION. - :,:" NAME, 5O. INSTALLER VERIFY FIELD CONDITIONS ONS AND DI�MENI51ONS PRIOR TOO PROYD N6 BID � ~ N -..::..:;.. - ,... � L SHALL �. LS SHALL /s �\ ;� .,' - :. �-�:.. %> ��; Sty D�THIS Di�l6 ::.:: PROPOSAL I ,. : ,.;;,..: :::.: !'1:. - '. CONTROL PANEL ifs 4 1N.E1' r r�. �• �'' •�' •• ."• >.. <: . .. .. -:y': " '", 31. OWTS INSTALLER SHALL BE RESPONSIBLE FOR FIELD FIT AND QUALITY OF WORK SATISFACTORY TO ►-� O ... , IL -RISER 1 ..'-. ;.`' /' NEMA 4X SGDPW,5GDH5,AND THE ENGINEER. NO ALLOWANCE SHALL BE MADE ON BEHALF OF ANY ERROR OR h U U_ Q Incoming Air NEGLECT ON THE PART OF THE CONiRACTOR FIN.GRADE: ... Neutral Block ;; Power In z.- // Q(�j ET p Pressure Tubing AIR 32. OWT5 INSTALLER SHALL NOTIFY THE 5GDH5 48 HOURS PRIOR TO THE INSPECTION. (V Q\\ \ :.: i%.;<i-i a /. T s-�`/ '/:/a O .. i� y� - `;': %i �i�' \ \ \ 6Fi OUTLET 1:1JGL0�)ice HULiASE ,,/��fir\ ;•._ C O . O www. net h.com GOMPAGIID SELECT FILL T AIR 1JNE TO d� 6ROIM suRFAGE SLOPE \\ \ / / -� u5E ZOA BREAKER�_ rREATT•EiJT TANK (y Of NEW PORK CITY °r ~ OI FLEXIBLE FROM BUILDING PWR www.call8ll.comGRADE TO SHED WATER FROM \`-i i �� _ Alarm Panel shall be: _ � _..:, __,_.. _� Z N �PL1N6 Al (for other states) � ^ TANK •� : Lam' �- 'A' ✓ in al well ventilated area as c f �` I f ;t POKER LINE Tor (X yg dry and protected from • w 800-272-4480 ( 811 `- --� elements as possible AIR LINE FOR ALARM V2'MIHL GOFPAGTED GW)SIED ,k. .._. - . -z y......._......... STONE 8CO STONE TO MID ✓ in as dose of proximity to �" By law,excavators and contractors working in For safety reasons,homeowners are strongly � �t USE 15A BREAKER the five boroughs of New York City and Nassau encouraged to call as well wheni planning any E SEAM KGON!'AGTIN6 SEE DETAIL Be FO F � SAIL 'B"� FujiMAC Blower as possible (PoklFR FOR GOMPR TypTE; � and Suffolk Counties on Long Island must type of digging on their prroperty. IN 1HROU6H TAN: "- " RDPI R MUST BE KqV WIRED O contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at TW40UfH RISER CONNECTION � pAi- o[ CONNECTION DETAILS wired by qualified ,- � -<"',4 �"me=µ ��. U 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the PANS electrician i " MAG'bORll'AIR BLOWER (excluding weekends and legal holidays)prior national call before you dig nwmber.For r� V " ` ).f �'�._..;� _ } to beginning any mechanized digging or excavation work completed o>n personal b per MINtN'A1M STONE BEDDING ✓ In a location that allows -. 6'THK PG.EEOUIPIENT StJ�B excavation work to ensure underground lines FUJI ETU ;' � s u t,•' k� ; -----'-j-,-'� g property,it is the contracctor's USE11 A -Ys'DIA.STONE,LEVEL TO WITHIN � unencumbered access for ��'�" CONNECTION DETAIL - (5EE DETAIL,TH05 Dws) � are marked.Excavators and contractors can responsibility-NOT the homeeowner's--to ^ I/8"(FORE,AFT AND SIDE TO SiDF) OI F=IBI.£CaI7LR16 HE£TIM ASI'M CAM STAWARD BLOWER R 7�" I 4 » - r" also submit locate requests online,through contact DigNet.Having utility liines marked f� INSTALLATION DETAIL r%m TO fmw M"STAIN•E56 STD M" P.G.PAD, inspection and maintenance = i - ~ CONTROL PANEL AND BLOWER Q ITIC.If you do not currently use ITIC,please prior to digging is free of(charge. ' ` SP2 SCALE"NOW SEE DETAIL THI6 DW6 activity PROPOSED BLOWER TO BE MOUNTED ON'H'FRAME OR EQUAL,SEE D'TL THIS DW6 call 1-800-524-7603 for more information. U 0 58NJINr hE£TM6 A5TH4 G990 5TNVAta'X EGi1N. To co11,1515k CS-Id!9UM seALANT MODF..L N%.MAC80RII NO SCALE Of 3 i Ia111�I111111��� ,' q 1 1 i . . Key 4)Control Panel INMr�n Diagram rtI�tA� NM- TEE VALVE SHOULD BE THE H&POINT,WATER " +} ° w7 g _ .Factory wire Ore [4►a+r N i ~ M]#/, -- =A ld aMeldwire $ • s r e M s �-+ 5MD DRAIN BACK TO THE PUMP TANK AND TO GLFANOUT AND l" ' ?. P: I TINE 6RAD> fl ,; iiii I'1011i l +,��i oO odel VC�UM-S1 RO A =Audio Alarm,iISVAC 014AIRWAYAVENVE 6EOMIAT TO PREVENT FREEZINS. DISTAL HEAD PORT r Hygroscopic Mernlx`" AL .Alarm Light SUTHMIN.DFIBON AS .Audio Si once switch 9747s-9012 _ --' (UPON EXPANSION) /12'DP '':='FLOW EQUALIZATION FROG )RE• :=.--- y.r: '�'`' .:SO.H40 PVC,TEE NDTEt P1AGE DISTAL PORT � :+ D � Q-_._, CCB a Controls Circuit&Baker - a i P'RL I Motor Contactor 1 l " i t of _ I. INSTALL CLEAR PIPE TO ADMTt3Z. _ 5Aanr 11 opaons• .Fuse, TELEPHONE A�3LY AT END OF 'r.. la M . 4 _ „ a�, 1 ttHaot see-OW _ _- MAiNFOLD POR FLU5HIN6 /` _ au�lre�It�D pax e- 2. OPEN ALL VALVES. 1:'_ 4 CY711 PCB Pump Circuit Breaker + X2 Xi .Phone Line Surge Arrester -- ' X X i:",•' l • A G SA tl�ett4ss-4449 �/ -- 5GH40 P1/G PIPE 0 3. TURN UN PUMP AhD NOTE ELEVATION OF WATER IN x ° fled OrtFlce 7 1. .......................................... NSA ------- --- PSG.Power Supply Cord(24voc) wEBSrTE ' +`',, ll l I c:at;:a: I", AL .ATRTU it}OCotttroller ; O FLOW i j, .I EACH PIPE. ILt z . ! RTt1 I `'' I, II ' 4. EQUALIZE HEIGHT FOR EACH WITH GATE VALVE AT Lij pt * :: Guard Grtftce 5hteld - 9 i R ::: A2 M At TL •Terminal Link www.arenco.com % J ; U - XI X2 TR .Transtormerl20-Transformer O \`° O LATERAL. Q- I �:Y -'START OF i : �:: . 5. AFiER,EQUALIZATION,TURN OFF PUMP AND REMOVE -' 1 ='. �'- ;.". soil and/or I 9 1 '. •options I \` PLAIN VIEW PLAN VIEW �1 -_ � : y, :v,_ , . �>�fill - ! -- PIPE5. GLO5E VALVES AND REINSTALL GAP5. 5 i o a r ,. t r: ! _��.i; �;� '.1 Hrr .Heater - _ Y." r i ? dd ll.� MANus` � }Y'` (MAN) ,; r 1. PL .Power Light VCOM CONTROL PANEL, SCH40 PVC r' ;.? �, f;b S Q yr, t�TransrntMe Gore m"'; , IF . ,w PRL Pump Run Light MODEL VCOM 91 RO �c`., pO4 D03 �pO2 pV'.. COIN SA p 'g ODE TO :;;s;: 1. a a o Jt 4 3 " , �TB2 .Surge Arrester MANIFOLD PIPE DIVERT RUNOFF V+(51�WRING DIA, I i4 THIS DrJs 3 I A�EQUALIZATION 1 -39'WIDE t lA� T S Ur? h H hh Remote Warm Connections ) O GROW WATER � RTut 13 ! SGHao THROTTLE VLV IN BOX LO DEEP x 3011.0 WIDE I Q []N PLASTIC,RISER W/--� pN Di2 p13 pl4 pis p18 p17 pl8 RET RET 4V rB1 GAS GAP r, NEON EXPANSION) zC� SEE 517E PLAN FOR LATH2flI. i -� QUANTITY,l 0G,18r6TH/PATH •1. Q �� I L.�© � © Q ©�® "" '""" LEACHING SYSTEM TR 9 t0 1t 12 I3: 14 15 i6 1 18 e Q ® OrancoModel O CLEAN=4 F GEOMAT uw• ,,,, AHw or equiv. F�RADE TO DIVERT fi IRF_ADFJD A7A�1ER DISTAL HEAD 4 HK6R05C.o1'IG 1N®RANEE j> M RUNOFF n o 1. 14 13 _ ______ Note:11 SVAC signal is prose PORT(TYPJ TtpiGGl Gross Section , .� + � Options' ; du alarm conditions. 5CM0 PVC,GATE VALVE tWo -Not to Scale- : PSG Ixl G x2 : 'Il: : :lll I!,,;111,1111: 1 I C� Terminal Block Types I SOW PVC,PIPE FROM Q'- I � Q_ For VCOM S fT0 PLASTIC, RISER W/ -'� '� : """ "" ;---HT_- ❑ operation description PRE55URE FIELD =,' ='\' x 2 see drawing no. WATERTIGHT GAP �\ ,\\ ;'',:;.,-. O O i standard Surge "BIN-GP-OP 498". SC.f 40 FP1(G Pi f71 \ ;\.\. ;\ '�;'.1, -'-\'1 I - 0p I i \ - PVC,GATE VALVE LATLTtAItI TO .__ - \\ . _,; � tA7 sf At NOT�s ANu \` - -`,= ' ':- _ I m BASHG D1516N PARAhE7ER5 REt r1113dP5: GL-OMAT(DETALS) -''',\`: `+ \ `'r Ll REMEMBER TO FOLLOW TNE5E DE516N f ARAMETERS WHEN DE516NIN6 AND%TALLIN6 6EOMAT: • PRE5ERVATION OF THE NATIVE SOIL BETWEEN TRENCHES AND MINIMiZIN5 ITS P15RUPTIO14 AND COMPACTION FL2 I MAEFOLD lo I DURING 6ON5TRUGTIOH 15 E55ENTIAL TO MAINTAININ6 SOIL 5TI;%TURE AND THEREFORE WATER AND 6A5 M Li M Rower Wiring Options - T1 T2 ;il " - -; ctr«.r' Two Circuits One Circuit PIPE O PRE`-�� PIPE 5EGT I ON !� MOVEMENT IN THE SOIL AROUND THE TTRENGHE5.FOR THIS REASON,GONSTRLGTION IS TO BE TRENCH Y-TRENCH i TL : ,-\,`�' `:c',',,=�.,,; , -'�\\, I vv�� WHEN POSSIBLE UNLESS A 633 SAW LAYER 6 UTILIZED A5 A BASE,AROUND AND GOVER16�lG THE 6EOMAT. vca `�` -=' �\''•;, \ DESIGN MANUAL FOR 6EOMAT PRESSURIZED 5HALLOhi DRAIN FIELD APPLIGATION5-SUFFOLK COUNTY,NEW YORKI I •1.7armhtat O t 2 3 N Nt - --tS strip 4 5 8 zon " - = ,-: ,: \\ \'',- `r 91 . NOTEt THE VALVE%OIA.D -PA6E T of 15: . © © =:::''\; ;C BE THE HIGH POINT,WATER \ \ KEEP THE BOTTOM OF THE 6EOMAT SHALLOW(b-IB INCHES BELOW EXI5TIM6 AND FINISH GRADES); ' t : i 1. ® SLV PION-� I'llI' 1 ' i 5GH40 PVC,PIPE - • • . N 13AGK TO t �"' 7 :--Options---, � { �� �� �� : 1 PI1MP TANK A(ND TO 6EOMAT RATION TO THE SEASONAL HIGH WATER TABLE 15 3 FEET UNLESS OTHERWISE APPROVED . For float elrrangement diagram, - ----------------------,;_--.. _... _... ...... SEPARATION I 1 t ............ .,r"' I SEPA SEPARATION To IMPERVIOUS LAYER SHALL M 4 FEET,UNLE56 OTHHMW15E APPROVED; TO PREVENT FREEZIN6. KEEP THE BOTTOMS OF THE INDIVIDUAL 6EOMAT LATERALS LEVEL; Phone see drawing no. •Gf°'" •i I• n N+ N Ni�t . I / COVER TO DO NOT OVER-DIG THE 1NIDTH OR DEPTH OF THE DRAIN FIELD 1RENGFHES Line "E'DW-FA-S-34". Conhols Pump Controls Pump Ground = 1 / COVER TO \ , In �Neuaa, Neutre! a Li ) s .--1 A " ; 6RADE E53RADE tSRADE ` EQUALIZATION/ PROVIDE FOR LATERAL PIPE DRAIWa6E AND MAINTENANCE ACGE55;H;-... : ' t i i AVOID WORKING SOILS THAT ARE Mb15T OR WET BECAUSE THEY CAN EA511Y SMERR AND COMPACT; L i , I t a t 'I :i Ili ,!III i�, I. I.'.:::: ''� i I I', Z ,,; :: :. VLV �..,... a Telephone Line Connection From Main Power Panel �� i G) w .. � I GeOMat IN BOX(TYP) SCARIFY THE DRAIN FIELD BASE WELL BEFORE INSTALLING COMPONENTS. �1 tt t t 5 VAC,t Phase.80 Hz. Li Main disconnect o C,LFANOUT � l4EN FIRST REVEWIN6 A SiTE AND DEVELOPIN6 A DE516K P051TION THE 6EOMAT LATERALS PARALLEL TO GROUND fl provided by others. Z m 3 Nut ► a D25tr 7l1tiOn Pt AND D15TAL Wit GTj POLY SIZED XPQRj e SURFACE CONTOURS WHENEVER POSSIBLE.THIS WILL HELP MAKE IT EASIER TO KEEP DRAIN FIELD BASE a Pump 0 - o EQUALIZATION ELEVATIONS UNFORM.DE516NIN6 PERPENDIGA.AR TO A 51)RFAGE CONTOUR WILL MEAN THAT THE DOWN 6RADIENT 115 VAG I i Hp. c W � Use one wire nut to connect the pump Trcrtspa t Ptpe HEAD PORT PIPE TO LEJ GHM FED 1 Phase J SO Hz, and controls circuit breakers together I np Dr f LIFT END OF THE DRAIN FIELD TRENCH WiLL BE 5HALLON- AGED,WHEREA5 THE UP 6RADFNT LEND WILL BE MUCH orenoo Model j with the Incoming a power line.use IN Orifice 5hlel IN VALVE BOX (NO PL�ORATION-TYP,UD.N) DEEPER. Connect phone line to ATRT LI-100 another wire nut to connect the pump VALVE STATION pu WITHIN REASON,SMALL FREQUENT D05E5 OF EFFLUENT TO THE GEDMAT ARE PREFERRED OVER FEWER LARGER R surge jade to phone One I NOTE:Motors must have Factory default. and controls neutral t:bdcs together BOX fabric-\ DOSES;HOWEVER,REST/RE-AERATION INTERVALS MUST ALSO BE PROVIDED M.4-8 DOSES A DAY IS MOST surge arrestonpSL fitter. intomal overload protection Wire as shown. with the incoming neutral Tine. \ COMMON.PtJF1P CHAMBERS SHOULD BE DESIGNED 1'JI714 FLOAT SWITCHES GONTROLLIN6 HIC�IH WATER ALARM,PUMP �- OWOFF,AND LOW WATERR DLwANT OFF.AN EVENT COUNTER 15 RECOMMENDED. m E v.9.0 0 148 6EOMAT EXCAVATION REQUIREMENTS Rev.9.0®11121U7e �' PiZOPOS D G OMJ�T EM THE 501L BETWEEN THE DISPERSAL TRENHGHE5 SHALL REMAIN UNDISTURBED WHEN POSSIBLE.IF THE PRESENCE OF -. m / BOULDERS OR OTHER OB5TAGLE5 MAKE TRENCH CON5TIWTION HIRAGTIGAL,THE ENTIRE LEACH FIELD AREA O , EXCAVATED AS NECESSARY,BAGKFLLED WITH A SUITABLE SAND FILL 5,GH AS A5TM G-33 SAND TO THE Materials oConstruction ONE L I N O I, CR/4M MAYBE I Z" fViVComponent Material ` PR�55URIZi~D SYSTEM DESIGN ELEVATION OF THE BOTTOM OF TRETJGH AND THE 6EOMAT CONSTRUCTED AND$AG KEELED IN G33 SAND. t_ .� :' %: -' :-' \` / TRANSPORT LINES �T� jYr EJTCIOsIJre W-reSisM fiberglass,Type 4X OP 66} _ b'MIN 5GAU: NONE 6EN ERAI LY THE EFFLUUENT TRANSPORT PIPE FROM THE TREATMENT UNIT TO THE 6C-OMAT 15 V2""TO T SCHEDULE 40 �"�"'t N PVC PIPE.TH£ACTUAL PIPE SIZE WILL DEPEND UPON 51JCH FACTORS AS DISTANCE,PUMP WAD,5000R VELOCITY, ^ - r'. Hinge Stainless steel ?C.O. FRIGTIONAL LO55E5 AND DESIRED PRESSURE AT THE DISTAL ORINGE5,THE TRANSPORT PI'IPE SHOULD BE SLOPED P" ^/ SmSeries Simplex Contm.l P""anels Q: EOM f� T DETAIL f� I L _ EITHER IT M TO THE PUMP TO OR TOWARD THE 6EOMAT TO DRAIN THE LINE AFTER OM BE D IN 5O � LL m Latch Stainless Steel yL I_ 'f"^� I t•'� 6EOMATRIX SYSTI^M5,LLG GA5£5 IT MAY BE BETTER TO SLOPE THE TRANSPORT LINE IN BOTH DIRECTIONS.THIS SHOUVLD$E DONE TO � O %D 114 MILL ROCK ROAD FAST BUILDIN55 PREVENT FREEZING IN COLD WEATHER,AN ANTI-5IPHiON DEVICE SHOULD BE USED WHERE AHNY GHANGE OF 'i� 55Ui�I ZED 5Y5T M OLD SAYBR00r,CT 06415 51PHONIN6 OF THE PUMP TANG MAY OCCUR.DE516N MANUAL FOR 6EOMAT PRESSURIZED 5HHALLOW DRAINFIELD Applications General 660-510-OW-PHONE APPLIGATION5-SUFFOLK COUNTY,i H YORK-PACE 8 OF 5 specifications 86o�10-t�135�� DISTRIBUTION MANIFOLDS AND LATERALS � � lL Qrenco S-Series Simplex Gantrel Panels control single pitimps in Qrenco�S-Series Simplex Control Panels are electromechanical Long itud Ina I Gross Se.etion (I of 2) i°�88-501LAIR'TOLL FI2E� 6EOMAT DISTRIBUTION MANIFOLDS ARE TYPICALLY JV:"TO 3'5GHEMU 40 PVG.DI5TRIEUTIOM LATERALS ARE E" X Z Feature Specifications INFOe6EOMATRIXSY5TEM5LOM effluent sewer(STEP)systems,ansite septic systems,ands for pump panels for controlling single pumps,Standard features include an SCALE: NONE Wlht^I.6EOMATRIX5Y5TEM15.GOM TYPICALLY I'TO 2'SGiEGUl.E 40 PVC,.SIZE HILL VARY DEPENDING ON DESIGN AND SITE(CONDITIONS. M-� Q DISTRIBUTION LATERALS 5HOULD HAVE FLOW EQUALIZATION VALVES INSTALLED TO PROVIDE EQUAL FLOW OF �! contra(into conventions!gravity sewer systems. Automatic/Off/Manual(Auto/Off/Man)toggle switch,Controls circuit Height I1.(TrTfTt) 11.5(2g2} EFFLUENT TO ALL ROHL5 WHEN 6WRAT LATERALS ARE AT VARYING ELEVATIONS.FLOW EQUALIZATION VALVES M ,� O breaker,pump circuit breaker,automatic motor control operation,and Width,in.(mm) 9.3(236) ARE OFTEN INSTALLED IN THE PUMP CHAMBER FOR EASY OPERATION,PROTECTION FROM D)AMA6E AND = - W � an audible/visible high water level alarm with auto reset.Specifications PREVENTION OF FREEZING,A DI5GONNEGTtlHROTTLE VALVE SHOULD BE INSTALLED DON,&TREAM OF THE PUMP TO ci I ,in.(inns) 5.4 037) THROTTLE AND 51VT OFF FLOW TO THE 6EOMAT PIPING, Q co far standard and optional features are listed on page 2. NOTE, SMALL LATERAL AND ORIFICE SIZES ARE RECOMMENDED TO PROVIDE THE HleHLST P 065113LE 5GGURIN6 � t A- rv� St panel ratings* 120 VAC, hp(0.75 k",16 A,1-phase,60 H4z VELOCITY IN 111E LATERALS,TO MINIMIZE ORIFICE GLOS6ING,AND TO PROVIDE A5 EVEN DISTRIBUTION OF Q " 1 r v, I. -`:s All S-Series control panels have a 120 VAC.controls circuit WA5IEWATNR A5 P0551B1f.HOl El2TZ THIS REQUIRE�i THAT THE TREATMENT SYSTEM OPERATE AT THE SPEGIFIED ,Y,y` 11' `' `: , �. ". S2 panel ratings` 240 VAC,3 hp(2.24 k"16 A,1-phase,60 HHZ PERFORMANCE STANDARD OR ORIFICE GL0661N6 CAN RESULT.WHEN 50L AIR 5Y511 H15 JMRE UTILIZED,THE O , .�: ...< ,E breaker,S1 panels have a 120 VAC pump circuit breaker, ] N �L `:<..`". 'Pump motors used wrttr these panels requJro internal overfosd protection. ORIFICE HOLES SHOULD TYPICALLY BE I/8"'TO 3/Ib". - I.$ iN ;;,,; .:> white S2 paneis have a 240 VAC pump ctrcuit breaker of NEW YORK CITY $00By et -272-4480 811 DESIGNS SHOULD ACCOUNT FOR A MINIMUM OF 2 FEET OF DISTAL HEAD AND A MAXIMUM OF 6:FEET AT THE DISTAL :gig t r Al(S Se 1 b d h I d & LONG ISLAND EW OF EAGH 6EOMAT D15MBUTION LA ° roe.. .... LATERAL. �..� t n - Ties pane S can a use with bosh mec anica an www.dignetnycl:.com or www.call811.com DESIGN 50FTWAiRE FOR PUMP,LATERAL LINE,TRANSPORT PIPE,MANIFOLD,ORIFICE SIZE AND JADDITIONAL FEAR �T � '� ,.. . . ry. (for other states) y . :.;, : ,:.>. .; menu fl A- oat Switches. LO5SE5 IS AVAILABLE BY EMAILING REQUEST TO INFO®6EOMATRIX5Y5TEM5.GOM. 4--q k . - ` 1 $A5ED ON THE SYSTEM DCSIGN A SERIES OF ORIFICE HOLES ARE DRILLED DOWNWARD(51X 0^'CLOCK P05TTIOW AND .• :,: �-. <; .r: >..g Listed per UL-508 and cUL-508;CE-listed versions of S-Series By law,excavators and contractors working in the five For safety reasons,homeowners are strongly SPACED AGGORDIN6 TO THE DOSING REQUIREMENTS OF THE SYSTEM.DURING GONSTRUGTKOWPABRIGATION OF THE �T i,. i boroughs of New York City and Nassau and Suffolk encouraged to call as well when planning any type DISTRIBUTION LATERAL A NEW 51lARP DRILL BIT SHOULD$£IlraFD TO ASSURE AS SMOOTH)AN ORIFICE AS r� 11 . . nets are available Long Isl contact DigNe, f digging on their property.Ho Homeowners can . '. ...-:.. •� .. :.` e. h P0551BLE.ALL DRILL SHAVIWe6 AND BURRS 46T BE REMOVED FROM THE PIPING NTH A 5LU6 AW/OR BRUSH. �� :: a Counties on and must conta t o t meo 1-800-272-4480 or 811,at least 48 hours but no more than contact us direct) at 1-800-272-4480 or calling Y Y r 6EOMATRIX 6E06UARDf ORIFICE SHIELDS MUST BE INSTALLED OVER THE ORIFICE HOLES AND GLUED IN PLACE '^••-'•-'�-� 10 working days(excluding weekends and legal holidays) 811,the national call before you dig number.For WITH PVC,PRIMER AND GLUE. prior to beginning any mechanized digging or excavation excavation work completed on personal property, Oterico S-Series Simplex Control Panel(SIETA�ICT Shollm) Standard Models 5GHEDU-E 40 PVC,OR 5VEEP ELBOWS OR TWO 45 DEGREE ELBOWS(ALSO GALLED TURN UP5) SHALL BE ATTACHED EN6INEE Rt work to ensure underground lines are marked.Excavators it is the contractors responsibility-NOT the TO THE DISTAL END OF EACH 6EOMAT DISTRIBUTION LATERAL TO FACILITATE 5ETTIN6 AND MEASURINS D15TAL 35Bkl2tt L�IN'OR and contractors can also submit locate requests online, homeowner's-to contact DigNet.Having utility "-^Wv S1,S2 PL.DEADP4AN W through]TIC.If you do not current) use ITIC, lease call lines marked prior to digging is free of charge. HEAD,MAINIENANGE AND INSPECTION.A STANDARD NINETY EELOW SHOULD NOT BE USED B6EGAU5E IT WILL ["I� .1, PRESSURIZED SHALLOW DRAINFIELD REQUIREMENT5 PER g y p p g g g INTERFERE WITH MAINTENANCE AGTIVITIE5.THE OPEN END WHARD END)OF THE TURN UP NEEDS TO BE CLOSED �YG �1, LIFTIIrG RI1J65 1-800-524-7603 for more information. PUMP DISCHARGE LARGE CONTROL PANEL -° - - 0 5UFFOL..K COUNTY DEPARTT'ENT'OF HEALTH 5ERVICE-5 DIVISION OF ENVIRONMENTAL QUALM OFF WITH EITHER A BALL VALVE OR THREADED PLu6 OR GAP.THESE TURN UP5 ALSO 5ERWE AS DISTAL HEAD .`Q �Y [-.µ : d 5T4ARD5 FOR APPROVAL OF PLANS 4 GONSTRUGTION FOR SEWA6E DISPOSAL 5Y5TEM5 FrOR 51N6LE-FAMILY RESIDENCES PORTS FOR MEASURIN6 AND SETTING D15TAL HEAD ON THE 6EOMAT LATERALS CD 1"<,,5 �;-• I� 1 COVER TRENCH 5PACI%AND MAXIMUM LEN6TH y ,I DATED: DECEMBER 2cl 2011 * n . ., SCALP:NOi'�E Fl_OVI OF 24'0 FLOW TIE MINIMUM TRENCH 5PAGIN6 514AL.L BE TWO FEET ED6E-TO-ED6E UNLE55 APPROVED 13Y 6E(OMATRIX AND SUFFOLK •X. ' c �.73 � PI1P P t�s COUNTY DEPARTMENT OF HEALTH. r /' `M°,` 'I f" BASIN TO L.E.ACHM FAA E. PRF'SSIBIZED MALLOW PRAINFIELDS(FWW MAXIMUM LATERAL LEGTH,WITHYJUT A 5UPPLY T,5HHOUI D NOT EXCEED FIFTY FEET.ACTUAL LE%THH5 WILL VARY C) f,",. �I` W 8. DRAINFIF_LDS AT DIH NT ANIONS « ZQNF�DRAINPI BETWEEN DESIGNS AND ARE AGGEPTA$LE AS LONG AS 1}E MINIMUM TWO FEET OF DISTAL+HEAD 15 PRESENT. 2 FA 't ,- _-- ��� CM C�RETE E- ELDS: DE516H MANUAL FOR 615"T FRE55URIZED SHALLOW DRAIN FIELD APPLICATIONS-SUFFOLK COUNTY,NEW YORK N a_" ,- 5-V, 4 SEWPr6E EJECTOR REQUItREM�'T5 PER O D. I. PRL6�IZED Y PRE55 DRANELD,U IN6 A ARE AMMA13L S ONT RO USED ONLY E CONJUNCTION 69NITH AN VA OWNS.PSDS ARE A. SITE GONOITION5 MAY NOT FACILITATE IN5TALLIN6 PM NFIELD TRPNGHHE5 OR ZONES AT THE SAME ELEVATION.IN TE5E 51TUATION5,VALVES -PAGE q OF 15 ANTI-FLOATATION COUNTER t^E16ffT INTERMITTENTLY F'RESSIRE 1X�.�U51N6 A PR06RAMMABLE CONTROL,TO TREL�t�5.1RENGHES�fi0M5 ARE 1YPIGALLY 1�MORE THAN 18" O 07 '� `� %FFOLK COUNTY DEPARTMENT OF HFALT14 SERVICES EPIV15ION OF ENVIRONMENTAL QUALITY GAN BE USED TO PROVIDE UNIFORM WASTEWATER DISTRIBUTION.ALTERNATELY ORIFICE PLATS MAY BE USED TO HELP EGIUALIZE FLOW TO A,, '4'3',� <:,. 5TANDARR05 FOR APPROVAL OF PLANS AND CON5TRIkCTiON FOR 5EWA6E DISPOSAL 'PLANE VIA: BELOW FINISHED GRADE,BUT SHALL BE NO MORE THAN 30'BELOW FINISHED GRADE t HAVE A MIN.COF b"OF GOVL12 ABOVE 1}E LEACHING TRENCHES THAT ARE NOT AT THE SAME ELEVATION, DRAIN FIELD GOJBZ /rU -^ •.�, STRUCTURE.IT 15 RECOMMENDED THAT A P5D5 BASAL AREA BE IN THE NATIVE ORIGINAL SOIL WERRE APPLICABLE DRAIN FIELD COVER 5HALL BE A MINIMUM OF VJUNIFORM COVER DEPTH OVER THE DRAIN FIELD RESULTS 114 �`'. ����v_ SYSTH�S FOR SINGLE FAMILY RE51D1 NOES B. ACCESS PORTS MUST$E INSTALLED AT THE LG�ANIONS OF ALL VALVES,LATERAL ENDS d ORIFICE PLATES. DATED: DECEMBER 261,2011 2. hMT5-AT$Z SHALL BE DISPERSED THROUGH A PVC OR HDPE 015TRIBUTION PIPE NETkM. 6. CAREFUL ATTENTION SHOULD BE GIVEN TO DRAIN-BALK WHEN PLACING TRENCHES OR ZONES AT DIFFERENT ELEVATIONS 51NLE UNEVEN CONSISTENT OXYGEN TRANSFER TO THE ENTIRE SYSTEM. THE FINAL 6RADE OVER AND AROUND TIE DRAIN FIELD 3. PENS FOR U5E OF THESE LEACHING STRUGiURE5/5Y5TEM5 Nt�T BE PREPARED BY A W5 LIGEN-0>DE516H PROFE551ONAL. DRAIN-BACK MAY OVERLOAD ZONES OR TRENGHE5 SHOULD DIRECT STORM WATER 94ET FLOW AWAY FROM DRAIN FIELD.WHEN BALKFILLIN6 THE SYSTEM, „)BF#W.1EY T. BVI'LIER,PE. 5-IIQ SE A61=E.EGTOR 5 fSTEMS OFO"34'BASKETED 4. P5D CArfi�TS(FI611�W 4 20N 4. PUMP,DISGHIAR6E A55EMB_Y 4 TRANSPORT LINE 5PEGIFIGATI015 GON5T RUCTION 5TAR15 GAN BE UTLIZED TO HOLD DOWN PIPING GOMPONENT5 AND MAT,BENT THEY SHOULD NOT A.ALL 5Y5TEMf5 5HOIA.D BE DE516NM TO FLOW BY 66RAM.ONLY WHEN ABSOLUTELY A56 LID W/55.BOLT5, a. P5D5 TYPICALLY HAVE A DOME-LIKE GOVERIN2 MADE OF 12-INCH DIAMETER PVC,PLA5TIG IRRI&ATTi0N PIPE(PIP),OR HIGH-DENSITY A. P5D'5 REQUIRE DUAL PUNP5 LRLE55 THE 5Y5TEM 15 VES16WP TO ROW BY GRAVITY IN THE EVENT OF A PUMP FAILURE OR IF THE P5D PENETRATE�TOP FABRIC. CARE SHOULD BE EXERCISED To KEEP A MINIMUM OF b"OF 4GOVER MATERIAL..OVER Q ORENCO NTERNAL SPLICE THE SYSTEM BEFORE OPERATION OF LOW 6ROUND PRESSURE EQUIPMENT. EXCAVATION EQUIPMENT SHOULD NOT NECESSARY`SHOULD Pl1NP5 BE USED. IN SUCH GASE5,1T fE SEWAGE EJECTOR SYSTEM MODl3.Ft 246 BOX MODEL 5B4 POLYETH4YLENE(HLDPFa PIPE GUr LENGTHWISE OR ADS N 12 IB ST OR AN APPROVED ECDIJIVALENT(SEE=FIGURES 18 4 Iq).OPEN BOTTOM SYSTEM 15 MAINTAINED AS PART OF THE VA OW1r OdM GONTRAGT, EXGF-ED 10 PSI, TURNIN6 EXCAVATION EQUIPMENT ON TOP OF THE 6EOMAT 5HOU.D BE AVOIDED.TAKE CARE TO �j O SHALL BE DE516+ED BY A LICENSED FROFE55IONALL EN61NEER AND PLANS MU5T BE 6RAVELLE55 CHAMBERS APPROVED BY THE DEPARTMENT OR LISTED IN TT-E NY5DOH RESIDENTIAL COI51TE WASTEWATER TREATMENT 5Y5TEM5 I I. HI6H LEVEL ALARM SHALL 13E PROVIDED. NOT OPERATE EXCAVATION EQUIPMENT IN THE SAME LOCATION AS THIS GAN COMPACT TH15 REGION RELATIVE TO P4 rr�n1 REVIEPETD AID APPROVED BY THE DEPARTMENT PRIOR TO GONSTRUGTION. OFaW 04'�DI5GHAR6E ASSEMBLY, DE516N HITBOOKp APPENDIX G MAY BE CONSIDERED AN APPROVED EQUIVALENT PROVIDED THEY AWE NO WIDER THAN 3q". A. WITH A DUAL PUMP SYSTEM,TfE HIGH LEVEL SHALL ANNUNCIATE TILE ALARM t START THE SECOND P". OTHER AREAS. O : H' � B. MN:IM M REQUIREMENTS SHALL ING1.11106 MOM W0B KT�AI_`SPLICE BOX b. 5'JPPORT BARS SHALL BE USED ALONG THE TRENCH TO PROVIDE A LARGER BEARIiG SURFACE THATT KEEP5 THE THIN E06E OF THE DOME(PIP B. WITH A 51N6LE PUMP SYSTEM,THE HIGH LEVEL SHALL ANNUNCIATE THE ALARM. THE AREA DIRECTLY ABOVE AND ADJACENT TO ANY 5EPr16 DRAIN FIELD SHOULD 13E PROTEGTFD FROM HEAVY � rR I. DUAL PUMP SYSTEM WITH EfASY ACCESS AND REN101VAL;WITI4 A LOCKING COVER TO M 584 ONLY)FROM DIGGING DEEP INTO THE INFILTRATIVE 501L 5URFAGE. III. DUAL PUMP SYSTEMS SHALL HAVE AN ELEGTRONIG CONTROL TO ALTERNATE PULP SELECTED A5 LEAD PUMP, vEgaE TRAFfIG AND EXCESS WEIGHT LOADS BEFORE,DURING AND P05T CONSTRUCTION. 1HI515 ESPECIALLY fs-{ v GRADE(REFER TO SECTION 5-III OF THIS 5TAWARID). Flop{Fl2pPf ETU ______ PLOW TO LEAGFIIN6 FIELD G. P50 DISTRIBUTION MANIFOLDS SHOULD BE 125 TO 2'IN DIAMETER,E D15TRIBUTTON LATERALS 5HOJLSD 13E I TO 125'IN DIAMETER. IV.PUMP 5Y5T'EM5 SHALL BE DESIGNED FOR FREEZE PROTECTION. IMPORTANT WHEN U51%6£OMAT. 6FoMAT SYSTEMS ARE LOCATED CLOSE TO THE GROUNP SURFACE AND 2. HIGH LEVEL ALARM NT14 INTB2LOCK TO AN".WIATiE UPON STARTUP OF SECOND PUMP. d. ORIFICE HOLES SHALL BE BETWEEN V8 INCH 4 3/16 INCH IN DIAMETER.ORIFICE HOLES SHALL BE MALDE IN THE TOP OF THE D15TRIBMON A. PUMPS SHOULD BE 51ZED TO PROVIDE A MIN.OF TWO(2) OF HEAD(I.E.PRESSURE)AT THE DISTAL END OF EACH DISTRIBUTION LATERAL IN THEREFORE 5U5GEPTIBLE TO OAMA6E AFTER CON51W(,TION. � Z0 § �� ���� ON ALL +t GaPd!STRIGTIDN,IT IS RECOMMENDED THAT THE PROPOSED DRAIN FIELD LOCATION BE STAKED AND }} 3. ELECTRONIC CONTROL TO ALTERNATE PUMP 5ELEGT1TE0 AS LEAD PUMP. �'0 TRANSPORT LINE TO DRAINFED, LATERALS.EVERY FIFTH ORIFICE ALONG THE LATERAL SHALL BE DRILLED FROM THE 130TTOM OF THE PIPE 4 OUTFITTED WITH AN ORIFICE THE P5D• F1A66EDIFEt�£D TO PREVENT ENGROACIMENT DURING HOME CONSTRUCTION. IF VEHCLE ENCROACHMENT IS 1.-� - LL 4. FTZI�ZE PROTECTION. FIBD INSTALL 6ROM'E'T,MODEL 6425E SHIELD TO ALLOW DRAINAGE AFTER A 005E t TO PREVENT LATERAL FREEZING N GOLD WEATHER B. CONSIDER ALSO HAVING LESS THAN T'OF RESIDUAL HEAD TO AVOID LOUD HISSING WHEN THE EXPECTED TO BE A PROBLEM AFTER CONSTRUCTION,50ME 5TRGTURE,SUCH AS 6ARDEN TIMBERS,RAILROAD ^ ___1 5. REFER TO 5ECTiON 5-114 F FOR ELECTRICAL REQ'M1NT5 FOR CONTROL PANELS,PUMPS, 4' ft e. TYPICAL ORIFICE 5PACIN615 EVERY lb TO 24'TO BEST DISTRIBUTE WASTEWATER TO THE F50 5URFFAGE. SYSTEM 15 PRESSURIZED.M05T%RVIGE PROVIDERS DO NOT HAVE INSTRh'ENTTS THAT MEASURE MORE THAN D'OF RESIDUAL HEAD IN THE FIELD. TIES,FEW25 OR WALLS SHOULD BE 1U5ED TO PROTECT THE DRAINFELD AREA. THE DRAIN FIELD AREA SHOULD a) 0 - Z ETC. OR9K.0 FLOAT ASSEMBLY,MODE.MF3P2H:S f. ONE(1)INCH DIAMETER BY FOURTEEN(14)INCH LONG SCHEDULE 40 PVC,SUPPORT PIPES SHOULD BE VY-fD TO SUPPORT THE DOME t PRESSURE G. P51O 4/OR PUMP MANUFACTURERS MAY PROVIDE PUMP CALCULATIONS FOR INDIVIDUAL DESIGNS( REQUIREMENTS. BE FREE of DEI3R15 AND PLANTED WITH 6RAS5.IMPERMEABLE MATERIALS AND STRUCTURES 5HGaD NOT BE � � � � b. THE PUMP STATION 5HOULD BE INSTALLED FOLLOWIIN6 THE SEPTIC TANK OR I/A OWTS ��'MOM�' YEI:ONMi6H WATER ALARM PIPE.THE SUPPORT PIPES WILL AGT AS A SPREADER DEVICE TO PROVIDE A GREATER BEARING SJRRFAGE FOR THE DOME.THESE SUPPORT D. PUMP5 DOSING P5D5 FOLLOWIN6 A NON-TIMED-D05ED 5Y5TEM SHALL BE WIRED O1 THE SAME ELEGTIRIGAL GIRGUIT A5 THE VA OKIS,UNIT. INSTALLED OR STORED OVER THE DRAIN FIELD.TREE5 AND 5I-IRUB5 SHOULD BE KEPT A MINIMUM DISTANCE OF 15 � � m [j] UNIT. IN CASES WERE THE PUMP STATION 15 lWoTALILM BLEFORE THE 5E PT1G TANK OR I/A Rt OFF PIPE5 5HOU D BE 5PAGED APPROXIMATELY FOUR(4)'APART OR WHENEVER A DRAINFIELD COVER 410INT OCCURS. e.THE DI5GHARGE A55EMBLY IN THE DOSING TANK 5HAL-L BE PROVIDED WITH A GHEGK VALVE;A MECHANICAL D15GONNEGT FROM THE PUMP TO (IO)FEET FROM THE DRAIN FIELD UNLESS A ROOT BARRIER I5 UTILIZED. ROOTS FROM NFIARBY MOISTURE LOVING � O OWT5 UNIT THE PUMP5 51 ALL BE 6RINDER TYPE 5EHA6E PUMP5 AND ALL E'LEGTRIGAL ORENCO RW BASIN K LOW WAT'HR/I�ANT OFF SGH 40 PVG OR EMAVAL.ENT SWEEP ELBOWS SHALL BE ATTACHED TO THE DISTAL END OF EACH P51:D LATERAL TO FAGILITATE MAINTENANCE 4 THE D15CHAR6E A55EMBLY,REACHABLE WITHIN IT OF THE FIN15H GRADE;4 A VALVE TO HYDRAULICALLY`SEPARATE THE CHAMBER FROM TREES SUCH AS WILLOH,BLACK LOCUST AND RED MAPLE MAY GAU5E PROBLEMS WITH ROOTS GLO66N6 DRAIN � 0 r I- Z O GOMPONENTS SHALL BE EXPLOSION PROOF AND GON4FORM TO THE REMIREMENT5 FOR p(/FLOW INDUCER, 9 INSPECTION.A 5T4ARD q0'ELBOW SHALL NOT BE USED.THE 5AEEP ELF END 5HOLLJD BE CL05M I OFF WITH EITHER A BAIL VALVE OR A THE FED. FIELD LATERAL ORIFICES. GREATER SETBACK OISTAHCE5 ARE RECOMMEJDFJD FOR THESE TREE 5PEGIE5 WITHOUT �+ < : OI � � USE OF A ROOT BARRIER. GLA55 I,DIVISION I,AND 6RIOUP D OF THE NATIONAIL ELECTRIC CODE. MOM P9246M - -ORENCA F16H FEAR PUMP MALE THREADED ADAPTER 4 THREADED GAP.THE THREADED END SHALL AGGONT IODATE ATTAGHIQHENT OF A RESIDUAL HEAD MEASURIN6 f. IF THE TRANSPORT PIPE NEEDS TO BE DRAINED AFTER EAGH PUMP EVENT,A WEEP HOLE(1/4e)SHALL BE PLACED IN A LOCATION WITHIN THE MAINTENANCE REQUIREMENTS T" 1. PUMP STATION AND OTHER RELATED APPURTENANGIES LOCATED ABOVE THE HIGHEST MODEL PF3005 IBY DESi16 M DEVIGE• DISCHARGE ASSEMBLY THAT ALLOWS FOR DRAIN-BAGK.SPRAY FROM THE KEEP HOLE SHALL BE DIRECTED AWAY FROM 5EN5OR5 t SAW FILTER AND I/A OWT5 EFFLUENT 15 LOW IN BOD AND T55,'HOWEVER,OVERTIME,BIO 50LIQD5 OR SLIME GAN O LU LW W Q- RECORtDED 6RCUIN IXIATE.TABLE 5. ALTERNATE PW CONF16URATIONS E MATERIAL 51[1136 UTION5 CONTROLS(FLOATS,TRANSDUCERS,ErG). ACCUMULATE IN 6EOMAT LATERAL PIPES AND ORIFIGE5 AND CREATE UNEVEN WA5TEWATER DISTRIBUTION ALONG W 0 Z O Q < & WHEN A SEYJA6E EJECTOR 5YETEM 15 APPROVED T(O 13E INSTALLED IN A DRIVLEWAY OR --- --STEEL LIFN S RIN65 0) a. THE DEPARTMENT MAY APPROVE ALTERNATE GONFievRATION5 t SUBSTITUTIONS(5UGH A5 PRE55URIZZEP 6EOTEXTIL.E TRENCHES t DRIP g• IF THE TRANSPORT PIPE 5LOPE-5 TOWARDS A P5D HAVING DISTRIBUTION PIPING AT A LOWER ELEVATION THAN THE MAX.WATER LEVEL IN THEE THE LATERAL. TO UNCLOG THE ORIFICES LOCATE THE DISTAL PORT VALVE BOXES AND OPEN THE TURN UPS ON �hh�� z PARKIN6 AREA,THE UNIT SHALL BE DESIGNED ANDPOR INSTALLED TO WITHSTAND HS-20 • _' IRRI6ATION I TO THE P51D OE516N5 OUTLINED IN THESE 5Tt ARD5 PROVIDED THE FOLLOWING: DOSING TANK,AN ANTI-SLPHON DEVICE SHOULD BE USED ON THE PUMP 015GHARGE A65ET�Y OR AT THE H16HE5T POINT IN THE PIPING THE END OF EAU+LATERAL LINE. MANUALLY ENGAGE RE PUMP TO PUR6E ANY L005E SOLIDS. ONCE ALL `, W O OR H-20 LOADING AS DESIGNATED BY AA514TO. 5Y5TEM FROM THE TANK TO THE D15TRIBUTION PIPING,TO PREVENT 51PWRIPI6. NOTICEABLE SOLIDS ARE DE516N MAWAL FOR 6EOMAT PRESSURIZED SHALLOW DRAIN FEILD APPLICATIONS- LLI REII�ORCED CONCRETE ANTI-fl..DATATIOFL FLANGE: I. THE ALTERNATE DESIGN M'tnT�SUGGE55FULlY PILOTED AT NO LE55 THAN TWO(2)SITES IN SUFFOLLK COUNTY FOR A PERIOD OF AT LEAST /1 Q 0 q. ALL 5EY4FR PIPE PENETRATIONS IN THE SEL4A6E E.GGTC►R 5Y51E•1 BA51N SHALL BE h, CHECK VALVES,ANTI-51PHHON DEVICES 4 TRAPS IN THE TRANSPORT LINES MAY PREVENT PROPER DRAININ6.IF SUCH A DEVICE 15 REQUIRED, SUFFOLK COUNTY,NEW YORK-PAGE 10 OF 15 f--1 - 8.1=1(ATION VIEW' OA.SGUARE- 36 x 3b x t2 DEPTH TWELVE(12)MONTHS. WATERTIGHT, RECESSED FOR BASIN: 24'VIA x b'EMBEDMENT i1. THE LOADING RATES FOR ALTERNATE GONF16URATIOHLS MAY NOT EXCEED THOSE SUCCESSFULLY PILCOTED IN SUFFOLK GOM FOR A PERIOD OF CARE MUST BE TAKEN 50 THAT THE LINES WILL DRAIN PO5ITIVELY.5HALLOW TRANSPORT LINES(ABOVE FR05T DEPTH SHALL DRAIN AFTER PURGED,SWT OFF THE I". A 130T ILE BRUSH(OF THE SAME SIZE OF THE LATERAL PIPE)ATTACHED TO A SMALL � UA # N C. SEWAeE EJECTOR 5Y5TEM 1BA51N COMSTRUGTION PPS DRt'NEI6W:3'SGlUARE DEADMAM 1,124 LB5 AT LEAST TWELVE(12)MONTHS. EACH P05E OR BE INSULATED.IF 51TE CONDITIONS DO NOT ALLOW A TRANSPORT LINE TO DRAIN,THEN A 2-FOOT MIN.BURIAL 15 REQUIRED t PLUMBERS SNAKE 15 THEN PUSFED DOWN EACH LATERAL LINE. WITH THE BOTTLE BRUSH REMOVED,MANUALLY � �/ t� � � O 1. PRE-GA:ST CONCRETE 5EKAGE EJECTOR 5Y5TEM B/A51N ORENCO TOTAL BASIN HUOYANGY: 1,1211 LE35 a b'SUBMERSION. in. THE ALTERNATE DESIGN 4)5T HAVE BEEN SUCCESSFULLY DEMONSTRATED IN AT LEAST TWO(2)OHER.11,R15DIGTION5 WITH 51MILAR CLIMATE TO A 2A MIN.THICK BY 24A WIDE EXP4ED RI61D POLY5iYRENE PLASTIC, INSULATION MIST BE PLACED ABOVE THE PIPE. ENGA6E THE LUMP AGAIN TO FLUSH OUT ANY L005E 5oLID5 IN THE LATERAL LINE. TO INGREA5E THE FUU5111% a. REINFORCED PRE-6A5T GONGRETE BASINS SHALL HHIAVE A MINIMUM COMPRESSIVE W-BUOYANCY C3'SWARE DEADMM: SUFFOLK COUNTY OR PILOTED IN SUFFOLK COW Y'S INNOVATIVE 4 ALTERNATIVE SEPTIC,SYSTEM OEEMONSTRATION PR06RAM. 1. INSULATION 15 NOT REQUIRED IF PIPING IS INSTALLED BELOW THE FROST DEPTH. ACTION AND VELOCITY,BEFORE AND AFTER BOTTLE BRU5HN6,OPEN ONLY ONE EQUALIZATION VALVE AT A TIME. F . F- --L � N 5TRE3•LBTH OF 3,000 POUNDS PER 5QUARE INCH(P%I)AT 25-OAY5 SET. SIMPLEX DISCHARGE PIPING FROM THE PUMP FLANGE TO THE DISTAL END OF T14E ORAINFIELD LATERAL SHALL BE PRE55UPE RATED 5GIEOULE(5GH)40 ALTERNATIVELY,A SMALL JETTER MAY BE U5ED TO REMOVE ANY ACCUMULATED SOLIDS. C/� t v O O I 3�tb L85(2g2StJ AT 6 BURY DEPTH iv. AN INSTALLATION MANUAL SPEGIFIG TO THE ALTERNATE DESIGN OR GGN�I6URATION SHALL BE DEVELLOPED BY THE PRODUCT MANUFACTURER, J. b. THE BASE SECTIONS of THE:SEWAGE E�CTOR 5Y5T1Ei BASIN(BOTTOM SLAB AND I FOOT PUMP BASIN DETAIL ANTI-fl DONATION TO GALGUTAT®BY DESIGN STAMPED BY A NEW YORK STATE PROFESSIONAL ENGINEER 4 APPROVED BY T'E DEPARTMENT PRIODR TO ANY INSTALLATIONS. POLYVINYL CHLORIDE(PVG)OR£GbAVALENT. IT IS-ER THAT TYPICALLY THE LATERAL LI1E5 OF THE DRAIN FIELD BE 5ERVIG[]D,ANNIALLY.IF BEIN6 OF SILDB^t6tW SHALL BE MONOLITHICALLY CAST. k. THE EFFLUENT TRANSPORT LINE FROM THE PUMP TO THE P50 15 TYPICALLY A 1,25 TO 2 INCH 5GH 40 PVC,PIPE(OR EQUIVALENT). USED IN CONJUNCTION WITH A PRE55URE FILTER IT MAY EE POSSIBLE TO EXTEW THIS FREGVENGY. P.NH INDICATION U- c. FLEXIBLE RUBBER SLEEVES FOR TIE INLET AND OUiTLET WALL PEPET A 1oN5 SHALL BE �P' NOW PFROFE5510NW_BASM ON FRD CAAVITIONIS b. THE DEPARTMENT RE5ERVE5 THE R16HT TO REVOKE AN APPROVAL AT ANY TIME IF AN ALTERNATE FP50 GONF16WATIO14 PROVES TO BE OF ORIFIGE GL0661N615 P15TAL HEAD PRESSURE INCREASING BY MORE THAN 20%OR PUMP RUN TIMES INGREA5E LL PROBLEMATIC OR SUSCEPTIBLE TO FAILURE. I. IN ORDER TO PREVENT SA661%OF THE TRANSPORT LIPS DURING IN5TALL.ATION,THE TRAN5PORT LINE SHOULD BE PLACED IN AN BY 6REATER THAN 20%RELATIVE TO NUMBER OF D05E5. is) t;V m GAST IN PLACE AND SHALL CONFORM TO A5TM C-g123(LATEST REV1510N). c. THE DEPARTMENT SHALL MAINTAIN A L15T OF APPROVED ALTERNATE P5D GONFI6URATION5 4 5UB5TITITUTION5. UNDI5TURBED TRENCH BOTTOM(90 NOT OVER D16).THIS WILL PREVENT SA661NG AFTER BAGKFILLIN6 DUE TO 5ETTLIN6 4 PREVENT I. THE 5EPTIG TANK AND TREATMENT 5Y5TEM SHOIA.D BE PUMPED,MAINTAINED AND OPERATED AGGORDIN&TO THE O O N d. 141�IEVHR H'RAGTIGAL,THE BASIN SHALL NOT 13E L COGATED WITHIN GROUNDWATER.FOR b. P5D SIZIIPLGG pA c, FREEZING OF EFFLUENT THAT REMAINS IN SAGS IN THE LINE.IF THE TRENCH BOTTOM 15 OVER DUG,THEN A LAYER OF IQ MINUS GRAVEL,OR REQUIREMENTS OF THE MANIFAGTIlRER AND APPLIGABLf REGULATORY AGENCY. LL IN5� TIONISo AT A E PLACED WITHIN 6ROUNDW4AMR,THE BOTTOM AND SIDE a. 50Z 6 OF THE PSI) 15 TO BE BASED ON EITHER A PERCOLATION TEST OR 501L BORING USING THE M605T RESTRICTIVE HORIZON WITHIN THREE N' GRL&W STONE,SHALL BE PLACED ON THE UNDISTURBED TRENCH BOTTOM TO BRING IT TO 5PEGIFED GRADE. rr- O � � ABOVE HIGHEST RECORDED 6ROUINDWATER ELEVATION,OF ORENCO LIFT STATION OjRENGO NOTES: BELOW 1HE PROPOSED BASE OF THE P50.THE DEPARTMENT MAY PROVIDE 6 UIDANGE AS TO 51ZM:4&ROUND WATER TABLE DETERMINATIONS m. TRANSPORT LINES ABOVE THE FROST DEPTH SHOULD BE SLOPED EITHER BALK TO THE DOSING TANK OR TO THE P5D TO CLEAR THE LINE 0 I�AA�aSQ THe HONE O RFA r`--+ - Z Uj THE UNIT 5HALL BE MONOLITHICALLY GON5iTRUGTED:.IN CA5E5 WHERE THIS 15 NOT BUOYANCY CALCULATION: • ORENCO PUMP BASIN R96M TO BE CUT TO FOR RETROFIT APPLICATIONS. AFTER EACH P05E TO PREVENT FREEZING IN GOLD VEATHER,OR BE IN5ULATED A5 DE5GRIBED ABOVE. I SEPTIC DO'5 AND DON75 w � f_ PR,NCTTGABL-E,THE 5TRUGT LFE SHALL BE WATER-PRRt�D UP TO 18 INCA-Ero ABOVE THE DESIRE LENGTH IN FIELD b. P505 SHALL BE D05ED UP TO A MAX.OF 025 GALLONS PER SQUARE FOOT PER DOSE.PUMP MANIFFAGTURER5 WILL USUALLY HELP PROVIDE n. LIQUIDS SHALL FLOW AT A MIN.VELOGITY OF T PER SECOND 4 A MAX.OF&'PER 5EGOND.THESE APPLY FOR D15GHAR.&E ASSEMBLIES, N D0, P4 Z HI6FE5T RECORDED 6ROUNDWATS2 ELEVATION AND LEAK TESTED TO BLSURE TI6HTNE55 BUOYANT Ei RESIA.T OF AiR VOLUME WTHNJ pu p SYSTEM pEc, FOR DEMAND DGF.,E PUNS'CALCULATIONS TO A5515T WITH TH15 DE516-N REQUIREMENT. TRANSPORT PIPES,MANIFOLDS 4 LATERALS.SMALL LATERAL t ORIFICE SIZES ARE RECOMMENDED TO PROVIDE THE HIGHEST P0551B1 E I • CONSERVE WATER TO RERa THE AMOUNT OF WASTEWATEP THAT MUST M E BE TREATED AND ID15P05ED PRIOR TO OPERATION. WINTA�FULLY IMi BE9D IN WATER FLOAT HEI6M TO BE ADJUSTED BY PE'S16N G. FOR PURPOSES OF THESE 5T4ARDS ALL I/A OWT5 TO PRECEDE P5D'5 MUST FALL WITHIN ONE OF THEE FOLLOWING GATEG0RIE5: SCOURING VELOCITY IN THE LATERALS,THEREBY MINIMIZING ORIFICE CLOGGING,t PROVIDING AS EVEN DISTRIBUTION OF WASTEWATER AS �/ O () -7 l) e. IN CASES W4EN THE CONCRETE BASIN 15 INSTALLED IN GROUNDWATER,THE DE516N • REPAIR ANY LEAKING FALGETS MtiD A5l • PUMP BASIN VOL.LJhE: 1J98 GALLONS/IiJGHI I. CATEGORY I TEGH4NOLCSIES: I/A OWrS THAT HAVE BEEN GLAY�IFIED BY THE DEPARTMENT A5 MEETIMNG EFFLUENT 5T4ARD5 LESS THAN OR POSSIBLE. ONLY DISCHARGE BIOD£6RADABLE WLA5TE5 INTO SYSTEM v PROFESSIONAL SHALL SUBMIT BUOYANCY CALCULA710N5 TO PROVE THE kE1644T OF THHE BUOYANT FORGE OF BASIN: • O�iO H6 H W-AP RVIP TO BE SIZED BY EQUAL-TO 20 M6/L FOR BOTH BOP t T55 t 5 M6/L FOR FOG. 10.fW INSTALLATION SPECIFICATIONS: • RESTRICT 6ARBA6E DISP05AL USE STRUCTURE(WITH OR WITHOUT ANCNORIN6 OR THE ADDITION OF BALLAST)KLL BE AT BASIN NE16W ONT.VOL BUOYANT FORCE) IL CATE60IRY 2 TECHNOLOGIES: I/A OWT5 THAT HAVE BEEN CLASSIFIED BY THE DEPARTMENT AS MEETIfM EFFLUENT 5T4ARD5 L E55 THAN OR a. THE Lt5GAPE OVER 4 IMMEDIATELY ADJACENT TO ANY PSD SYSTEM MUST BE PROTECTED FROM HEAVY VEHICLE TRAFFIC E EXCESSIVE Q LEAST 15 TIM1E5 MORE THAN THE PEIGHT OF THE WATER DI5PUIGED.THE 13UOYANGY a b'%O ERSION= 1J2q 116 WE16HT LOADS,BEFORE,DURING t P05TG0N5TiRUGTION.THE PPOP051ED OR POTENTIAL F5D LOCATION MUST BE 5TAKER FLA66EP OR - ' DIVERT UR SEPTIC T AND OTHER SURFACE WATER AWAY FROM YOUR DRAItPVMPI r INLET/OURFT 6ROMNETS TO 13E FIELD, EQUAL TO 30 M6/L FOR BOTH BOP 4 T55 t 5 M6/L FOG. KEEP YOUR SEPTIC,TANK COVER AGGE55f61E FOR TANK INSPEGTIOHLS AND PUNNING r-1 PA OE: CALGl PION WITH SHALL A DONE USING HIGHEST RECORDED/EXPECTED GROUNDWATER TOTAL BUOYANT FORGE = I)2q tB6 NSTALLED d. TABLE 13 CONTAINS HYDRAULIC LOADING RATES FOR P5D'5 FOR BOTH CATE60RY 1 4 GATE60RY 2!TEGHNOLO61E5. FENDED PRIOR TO CONSTRUCTION.UNDER,NO GHRG(JMSTANGE5 SHALL PSD'513E PLACED UNDER DRIVEWAYS OR PARKING AREAS. L� HAVE YOUR 5EPTIG TANK PUMPED RE6ULARLY AND DECKED FOR LEAKS AND CRACKS ELEVATION WITH THE MANHIC�LE EMPTY. e. ABSORPTIVE AREA SHALL 13E CALGULATED BA5f D ON BOTTOM AREA OF TRENCH. b. PSD'S SHOULD NOT BE INSTALLED DURING RAIN EVENTS OR WHEN 501L 15 VET BECAUSE THE 501L GAN EASILY 51-EAR t COMPACT, [[�Y PRECAST ANTI-FLOATATION CALL4R(A5 • GALL A PROFE951OW MEN YOU HAVE PROBLEMS 2. NON-GONGRETE 5ENAGE EJECTOR SYSTEM BA51N ANTt-BUOYANT FORGE.: 1. SETBACKS 4 5P/(IN6 5F'EGIFIG TO P505 PREVENTING ADEQUATE DISPERSAL. 13 a. ALL WALL5,FLOOR5,AND ROO'SHALL RE515T AN,APPLIED FORGE OF 300 POUNDS PEP, 30 x 36'x L2'DP SGUARE CONC DEADMN W/ `Sice c. EACH 1RENGH BASE MUST BE LEVEL.DO NOT OVER EXGAVAIE THE E WIDTH OR DEPTH OF THE INDIVIDUAL TRENCHES. ' COMPOST YOUR 6ARBA6E OR PUT IT IN THE TRASH ANTi-FLOATATION COLLAR MEM�AT A. 5ETBAGK TO 5TRUOR RE5 IMPEDING GROUNDWATER FLOW: TfE INTERIOR FACE OF ANY STRUCTURAL:OR L45GAPE RETAINING WALL THAT MAY v 5QUARE FOOT(P5F). 24'OD.x 00P BASIN EMBEDMENT= d. EACH TRENCH 130TTOM MUST BE SCARIFIED BEFORE INSTALLATION OF P50 COMPONENTS. 11 J V1 INTERFERE NTH 6RGU14D WATER ROW DOWN-,SRAADENT FROM THE P5D MUST 13E L(X,AT1=D AT LFA53T 10'FROM THE PSD. (Y b. THESE STRUCTURES SHALL NOT BE INSTALLED IN AREAS MERE THE GROUNDWATER LEVEL 2,161 LESS �-L•SIUBNER510N e. TO THE BEST EXTENT P0551BLE,DO NOT REMOVE THE 501L BETWEEN THE TTRENGHE5. DONT: B. TREES t WOODY SHRUBS 514ALL BE KEPT A MIN.DISTANCE OF TEN(10)'FROM THE PSD. f. IF THE PRESENCE OF BOULDER5,HIEAVY ROOTS,OR OTHER OBSTACLES MAY MAKE THE TRENCH CONSTRUCTION IMPRACTIGAL,THE BASAL CAN RISE TO THE LEVEL OF THE BOTTOM OF Tl-E MANHOLE(S)11N1.LESS: BASIN NEI6FHT= 1129 LEIS ANTI -OATATiON DETAIL TO BE F1LJ51 L SANITARY NAPKINS,TAMPONS,CONDOMS,CIGARETTE BUTTS,DIAPERS,WIPES AND 6XCN PRODUCTS INTO �. G. THE REQURED SEPARATION DISTANCE TO THE GROUNDWATER SHALL BE Y UNLESS OTHERWSE PEWrITTEI)BY THE DEPARTMENT TO BE 2';THE YOUR SYSTEM.I. THE STRUCTURE IS MAMUFAGTURED TO ACCOMMODl AN ANGHIORING SYSTEM. TOTAL ANTi-1110YANT FORCE= 3,2%LB5 REG111RED SEPARATION DISTANCE TO ANY IMPERVIOUS MATERIAL SHALL BE 4'11NLE55 OTHHERWISE SH�EGIFIID BY PERMIT. AREA MAY BE EXCAVATED AS NECESSARY,BAGKFILLED WITH A MAX.OF TEN(io),OF A5TM G-33 et TO THE DESIGN ELEVATION OF THE i :) It. THE DESIGN PROFESSIONAL allH[175 BUOYANCY CALCULATIONS. ANTI-FLOATATION TO BE CALGOLATED BA.7ED BOTTOM BID THE P5D CONSTRUCTED t BAGKFILLED WITH NATIVE 501L MATERIAL. DUMP SOLVENTS,OILS,PAINTS,PAINT THIMER,DISINFECTANTS,PESTICIDES OR P0150T�DONN THE DRAIN. D. THE MIN.TRENCH 5PAGING SHALL BE TWO'EDC&TO-EDGE. 1) • DI6 IN YOUR DRAIN FIELD OR BUILD ANYTHN6 OVER IT. SP3 1t1. GALCa1LATICtPlS SHALL BE DONE WITH HIGHEST EXPECTED GROUNDWATER LEVEL. ANJTI BIaOYA,YT PORC.E EXCI�D5I3U0'(ANi FORGE �5��IF�SITE GONDITI0T5 E. THE MAX.WIDTH OF TRENCHES SHALL NOT EXCEED 3q'1 11-E MAX.LENGTH 5HA1.1 NOT EXCEED 60'. IV. A 5AFET'Y FACTOR OF 15 Ili REQUIRED. BY A 2q2 SAFETY FACTOR � ' PLANT ANYTHING OTHER THAN GRA55 OVER YOUR DRAINFIELD. C) • DRIVE OVER YOUR DRAINFIFLD OR GOMPAGT IT IN ANY WAY. Of 3 I