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1000-40.-1-14
OFFICE LOCATION: OF S0(/lyO MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 • Telephone: 631765-1938 COW,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Leslie Weisman,Chair Members of the Zoning Board of Appeals From: Mark Terry,AICP Assistant Town Planning Director LWRP Coordinator Date November 13, 2021 Re: LWRP Coastal Consistency Review for ZBA File Ref THE ALEXANDER FOX STERN 1997 TRUST#7586 SCTM# 1000-40-1-14. THE ALEXANDER FOX STERN 1997 TRUST#7586—Request for a Variance from Article XXII, Section 280- 116A(l)and the Building Inspector's August 16,2021 Notice of Disapproval based on an application for a permit to demolish an existing single family dwelling and to construct a new single family dwelling on the existing foundation; at 1) dwelling is located less than the code required 100 feet from the top of the bluff; located at: 63165 County Road 48, Greenport,NY. SCTM No. 1000-40-1-14. 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,the proposal is recommended as CONSISTENT with the LWRP. This recommendation is based upon: 1. The Reasons for Appeals Addendum for Alexandra Fox Stern 1997 Trust 63165 North Road(CR48) Greenport NY document included in the file. 2. The mitigation proposed. 3. No purposed further seaward projection of structure than the existing. Aerial analysis shows that the bluff surface is heavily vegetated and relatively stable at this time,however,frequent storm events that have caused the Town's shoreline to experience severe erosion(even when hardened)occur over time. Setbacks to top-of-bluff lines mitigate future impacts to structures providing area buffers between the hazards and structures. 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: William Duffy,Town Attorney i BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson 0f S®Ujy 53095 Main Road•P.O. Box 1179 ®z ®�® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes co Town Annex/First Floor, Robert Lehnert,Jr. �, • �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento ®lyC®U Southold,NY 11971 9 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 E C E I V E D SEP 2 3 2021 September 23, 2021 Southold Town Mark Terry, Assistant Town Planning Director Planning Board LWRP Coordinator Planning Board Office Town of Southold Town Hall Annex Southold,NY 11971 Re: ZBA File Ref.No. # 7586 The Alexandra Fox Stern 1997 Trust Dear Mark: We have received an application to demolish an existing single family dwelling (first and second floors) and to construct a new single family dwelling on the existing 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 268-5D is requested within 30 days of receipt of this letter. Thank you. Very truLqn Leslie K ChairperBI� By: Encls Site Plan/Survey: Jeffrey T. Butler P.E. Dated - 4/12/2021 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: August 16, 2021 TO: Robert Herrmann, En-Consultants (The Alexandra Fox Stern 1997 Trust) 1319 North Sea Road Southampton,NY 11968 Please take notice that your application dated July 23, 2021: For permit to: demolish an existing single family dwelling (first and second floors) and to construct a new single family dwelling on the existing foundation at: Location of property: 63165 County Road 48 GreenportNY County Tax Map No. 1000—Section 40 Block 1 Lot 14 Is returned herewith and disapproved on the following grounds: The proposed construction on this conforming 115,389 sq ft parcel in the Residential R- 80 District, is not permitted pursuant to Article XXII Section 280 116A(1) which states: "All buildings or structures located on lots upon which there exists a bluff landward of the shore or beach shall be set back not fewer than 100 feet from the top of such bluff." The site plan shows the construction setback to be 71 feet (+/-) from top of bluff. 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. SOUTHOLD TOWN ZONING BOARD OF APPEALS OFFICE CHECK LIST Please submit the following in NINE Sets collated into separate packets,with ORIGINAL signed set and Check for filing fee clipped on top: CURRENT NOTICE OF DISAPPROVAL(for area variance, use variance, and waiver of lot merger applications) Note: Special Exception Permit applications come directly to the ZBA and do not require a Notice of Disapproval) 1.Application(2 pages) Attached(plus 3 page addendum) 2. Project description Form Attached 3. Questionnaire Attached 4. Pre-CO's, CO's,all prior ZBA decisions 5.AG Data Form,all applications. If not AG answer 1-8 Attached(plus attached project description) 6.Short EAF Form(4 pgs) Attached 7.Owner's Consent Attached 8.Transactional Owner and Agent Attached 9. LWRP Form,all applications.If not waterfront complete first two pages Attached 10. Photos Attached 11. New Survey Attached 12.Building Plans Attached 13.Town Property Card Attached **CHECK is payable to TOWN OF SOUTHOLD: call 765-1809 t Fee-S Filed By: Assignment No APPLICATION TO THE SOUTHOLD TOWN BOARD OF APPEALS AREA VARIANCE House No.63165 Street North Road(CR 48) Hamlet Greenport SCTM 1000 Section 40 Block 1 Lot(s) 14 Lot Size 115,389 sf Zone R-80 I(WE)APPEAL THE WRITTEN DETERMINATION OF THE BUILDING INSPECTOR DATED August 16,2021 BASED ON SURVEY/SITE PLAN DATED August 4,2021 Owner(s): The Alexander Fox Stern 1997 Trust c/o Jolyon F Stern,Trustee Mailing Address: 130 East 67th Street,Apt.6D,New York,NY 10065 Telephone: 917-669-6063 Fax: Email:matthewloonstensmith@gmail.com NOTE:In addition to the aboveplease 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:En-Consultants for(x) Owner( )Other: Address: 1319 North Sea Road,Southampton,NY 11968 Telephone:631-283-6360 Fax:631-283-6136 Email:rherrmann@en consultants com Please cheek to specify who you wish correspondence to be mailed to,from the above names: ( )Applicant/Owner(s), (x)Authorized Representative, ( ) Other Name/Address below: WHEREBY THE BUILDING INSPECTOR REVIEWED SURVEY/SITE PLAN DATED August 4,2021 and DENIED AN APPLICATION DATED August 4,2021 FOR: (x)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: xxll Section: 280 Subsection: 116(A)(1) Type of Appeal. An Appeal is made for: (x)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 ( )Reversal or Other A prior appeal(x) has, ( ) has not been made at any time with respect to this property,UNDER Appeal No(S)5644,6833,7151 Year(s). 2005,2015,2018 , (Please be sure to research before completing this question or call our o1fice for assistance) Name of Owner Mark&Ellie Gordon;Timothy&Georgia Quinn(2) ZBA File# 5644,6833,7151 REASONS FOR APPEAL (Please be specific, additional sheets may be used tivith 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: See attached addendum 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: See attached addendum 3.The amount of relief requested is not substantial because: See attached addendum 4. The variance will NOT have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because: See attached addendum. 5.Has the alleged difficulty been self-created? { } Yes,or {x} No Why: See attached addendum Are there any Covenants or Restrictions concerning this land? { } No {x} Yes(please furnish a copy) Copy enclosed 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. Robert E.Herrmann )iJ�, e of Applicant or Authorized Agent (Agent must submit written Authorization from Owner) Sworn to before me this 2nd day of September —2021 Not ubtic NIM H. STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES A 0 6 U S T 7 . 2Da5 REASONS FOR APPEALS ADDENDUM FOR THE ALEXANDRA FOX STERN 1997 TRUST 63165 NORTH ROAD (CR 48) GREENPORT,NY SCTM#1000-40-1-14 1. The granting of the requested relief from §280-116(A)(1) for the proposed dwelling reconstruction (within the existing dwelling footprint, over the existing foundation) less than 100 feet from the bluff crest (with limited footprint expansion represented by a deck expansion and porch addition situated more than 100 feet from the bluff) will not have an undesirable impact on the surrounding neighborhood or the immediately adjoining neighbors because the proposed renovation will not change the position of the existing development relative to the bluff or side lot lines. Therefore, there will also be no diminishment to the existing bluff setbacks on the property, including those established by or authorized by the Board in three prior variance decisions. Specifically, in addition to exceeding the existing minimum bluff setbacks established by variance approvals for the existing deck and swimming pool in 2005 (Case No. 5644) and 2015 (Case No. 6833), respectively, the proposed bluff setback of approximately 71 feet exceeds the 65.5-foot bluff setback approved by the Board for similarly situated but never constructed additions and alterations proposed by the prior owner(Quinn) in 2018 (Case No. 7151). The reconstructed dwelling will thus also remain consistent with the neighborhood character of the surrounding developed shoreline community along North Road, which is characterized by dwellings located substantially closer to the bluff than 100 feet, including many which, like the applicants' dwelling, were constructed prior to adoption of the 100' bluff setback. These findings are consistent with those of the Board in Case No. 6833, wherein it was stated that an undesirable change in the character of the neighborhood would not be produced by granting the bluff setback relief requested at that time because "the area consists of single family homes many of which are set back less than 100 feet from the top of the bluff' and because "the existing setback is not changing." The Board reached a similar conclusion in its prior variance determination (Case No. 7151), wherein the Board found that granting of the variance would not produce an undesirable change in the character of detriment to nearby properties because "the proposed alterations are limited to the existing structural footprint [and] therefore there is no change to the existing bluff setbacks." This statement remains true for the current proposal relative to the existing bluff setback; and it remains true relative to the footprint, with the exception of the proposed deck expansion and front porch addition, both of which are situated landward of the existing structural footprint and more than 100 feet from the top of bluff. Robert . Herrmann Sworn to before me this 2nd day of September, 2021 KIM H . STEPHENS J;4,�y,1 NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 205 1 � Page 1 2. The benefit sought by the applicants, which is primarily the expansion and improved functionality of the presently limited existing second floor space, cannot be achieved without bluff setback relief due to the location of the existing structure less than 100 feet from the bluff. Prior to sale of the property to the applicants, the prior owners sought similar relief for a similar benefit through substantial alterations, additions, and renovations to the existing dwelling, which were approved by the Board in 2018 pursuant to Case No. 7151. However, upon review of the approved design and the applicants' desire to expand the dwelling structure in place of the small front porches and add a larger porch addition landward thereof, it would make the most sense to essentially reconstruct the existing first and second stories within the existing structural footprint, over the existing foundation. The viability of the currently proposed design was confirmed by a licensed professional engineer through evaluation of the existing foundation. As a result, the applicants' proposal entails more significant in-place demolition and reconstruction but occurs within the same footprint as that approved for the prior owners, except that 1) the reconstructed dwelling expands over/in place of the existing front porches on the landward side of the house; 2) the previously approved second floor deck expansion and pergola, located on the waterside of the house and closer to the bluff, have been eliminated from the design, thus resulting in a greater bluff setback than that approved for the prior owner (71 versus 65.5 feet); and 3) the proposed deck expansion and porch addition would expand the existing structural footprint only on the landward side of the house, more than 100 feet from the top of bluff. (A graphical comparison of the footprints of the applicants' proposal and that approved for the prior owner is presented on the enclosed drawing titled "Site Plan Comparison: Fox Stern Trust(2021) vs. Quinn (Case No. 7151, 2018)." The unavoidable need for variance was recognized in the prior variance determination, wherein the Board acknowledged that given the dwelling's existing bluff setback and the proposed work within the existing footprint, "the benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance." 3. The approximately 29 feet of requested setback relief is mathematically substantial, representing 29 percent relief from the code-required 100' bluff setback. But relative to the existing, legally established bluff setbacks, the requested relief is not substantial in fact because the proposed dwelling reconstruction would be situated roughly 10 feet farther landward of the top of bluff than the waterside edge of the existing structural footprint and within the same footprint as the existing structure except for the above noted landward footprint expansion located more than 100 feet from the bluff. And in its prior variance determination, the ZBA found that the mathematic substantiality of the relief was mitigated by the fact that the proposed construction would be situated farther from the bluff than the existing first story deck and swimming pool approved by the Board in 2015, a condition that remains true for the current proposal. ix__� Robert"Y. Herrmann Sworn to before me this 2°d day of September, 2021 KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5O15931 QUALIFIED IN SUFFOLK COU TY 2Page EXPIRES AUGUST 2 , 201 4. The proposed project will not have adverse effects on the physical or environmental conditions of the subject or neighboring lands. The proposed construction will not change the position of the existing development relative to the bluff or tidal waters of Long Island Sound, and there will therefore be no diminishment to the existing bluff or wetland setbacks. And although the project will result in a 468 sf net increase to lot coverage, it will result in a net decrease to lot coverage within 100 feet of the bluff as a result of the removal of the existing second floor decks. The dwelling will remain located entirely outside the Coastal Erosion Hazard Area and well more than 100 feet from surface waters. The bluff, which is the natural protective feature for the property, is well vegetated and stable; and there is no evidence that the existing dwelling structure has had any adverse effects on the integrity of the bluff. Nonetheless, as with the previously approved project design, mitigation measures intended to minimize potential impacts are proposed, including installation of a temporary project limiting fencing to control site disturbance and runoff during construction; and installation of a proposed stormwater drainage system to collect and recharge runoff. And while the previously approved design called for continued use of the existing conventional septic system, the current design includes more substantial mitigation in the form of replacement of the existing septic system with a new, low-nitrogen, innovative/alternative sanitary system (I/A OWTS), which is designed to significantly reduce nitrogen loading into the groundwater table, thus creating protection of and potential improvement to water quality. 5. As argued in the prior variance application, although it can be stipulated that the applicants are presumed to have had actual or constructive knowledge of the bluff setback limitation when they purchased the property, it is unreasonable to predicate that a dwelling constructed over 40 years ago would never require some degree of modernization requiring alterations and/or additions; and the subsequently adopted bluff setback requirements make it impossible to implement such renovations without variance relief. Therefore, it is arguable that the difficulty with meeting the required bluff setback is not self-created. Robert E.Yierrmann Sworn to before me this 2nd day of September, 2021 KIM H . STEPHEHS NOTARY PUBLIC STATE OF NEW YORK COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 2 , 2045 3Page APPLICANT'S PROJECT DESCRIPTION APPLICANT• The Alexandra Fox Stern 1997 Trust DATE PREPARED:September 2,2021 1.For Demolition of Existing Building Areas Please describe areas being removed: Remove,down to existing foundtion, 1,686 sf 1 &2-story dwelling and 43 sf&134 sf porches;remove 89 sf and 169 sf 2nd floor decks,and remove294 sf masonry patio II.New Construction Areas (New Dwelling or New Additions/Extensions): Dimensions of first floor extension:177 sf dwelling addition in place of existing porches,8'x 37'porch addition;427 sf deck addition Dimensions of new second floor: 35'(max)x 61'(max) Dimensions of floor above second level: N/A Height(from finished ground to top of ridge): 31-2'(max) Is basement or lowest floor area being constructed?If yes,please provide height(above ground) measured from natural existing grade to first floor: N/A 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: one&two-story dwelling with porches and 1st and 2nd floor decks. Number Of Floors and Changes WITH Alterations:Two-story dwelling with porch and deck additions and pergola. IV. Calculations of building areas and lot coverage(from surveyor): Existing square footage of buildings on your property: 3,990 sf Proposed increase of building coverage: 468 sf(total proposed=4,458 so Square footage of your lot: 115,389 sf;(buildable land=91,038 sf) Percentage of coverage of your lot by building area: 4.9 percent (proposed), 4.4 percent(existing) V.Purpose of New Construction: construct of new modernized,energy efficient dwelling in place of existing dwelling to provide an expanded second story living space and larger deck and porch on landward side of house. 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): The land contours of the presently improved portion of the property do not affect the difficulty in meeting the code requirements,but the presence of the steeply sloped Long Island Sound bluff located less than 100 feet from the existing dwelling to be renovated creates the need for relief fromthe required 100'bluff setback set forth by Section 280-116(A)(1) Please submit 8 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 } QUESTIONNAIRE FOR FILING WITH YOUR ZBA APPLICATION A. Is the subject premises listed on the real estate market for sale? Yes X No B. Are there any proposals to change or alter land contours? No X Yes please explain on attached sheet. Less than 12"around proposed sanitary system distribution pool (see enclosed engineering plans) C. l.)Are there areas that contain sand or wetland grasses? Yes 2.) Are those areas shown on the survey submitted with this application?Yes 3.) Is the property bulk headed between the wetlands area and the upland building area? No 4.) If your property contains wetlands or pond areas, have you contacted the Office of the Town trustees for its determination of jurisdiction?No Please confirm status of your inquiry or application with the Trustees: wetland Application will be tiled upon ZBA and if issued, please attach copies of permit with conditions and approved survey.determination. D. Is there a depression or sloping elevation near the area of proposed constriction 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 Please show area of the structures on a diagram if any exist or state none on the above line. F. Do you have any construction taking place at this time concerning your premises? No 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?No If yes, please label the proximity of your lands on your survey. Residential,single-family dwelling I. Please list present use or operations conducted at this parcel with partial second floor; 1st&2nd story decks and swimming pool and the proposed use same,with reconstructed 2-story dwelling, and porch&deck additions. (ex: existing single family,proposed: same with garage, pool or other) September 2,2021 Authoriz signature and Date �1 FORM NO. 4La�3 / TOWN OF SOUTHOLD gECEIVED BUILDING DEPARTMENT Office of the Building Inspector �� r F. ?014 Town Hall Southold, N.Y. ZONING BOARD OF APPEALS CERTIFICATE OF OCCUPANCY No Z-25284 Date SEPTEMBER 30, 1997 THIS CERTIFIES that the building DWELLING Location of Property 63165 COUNTY ROAD #48 GRE MPORT, N.Y. House No. Street Hamlet County Tax Map No. 1000 Section 40 Block 1 Lot 14 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 23, 1973 pursuant to which Building Permit No. 6819-Z dated AUGUST 23, 1973 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH GARAGE UNDER AS APPLIED FOR. The certificate is issued to MARTIN C. i DORIS PFEFFER (owners) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL 3-SO-120 - AUG. 27, 1979 UNDERWRITERS CERTIFICATE NO. B-053490 - aANUARY 13, 1997 PLUMBERS CERTIFICATION DATED N/A Building In ector Rev. 1/®1 j FORM NO. 4 - �V33 TOWN OF SOUTHOLD RECEIVED BUILDING DEPARTMENT Office of the Building Inspector M'j- Town Hall Southold, N.Y. ZONING BOARD OF APPEALS CERTIFICATE OF OCCUPANCY No: Z-#0143 Date: 04/19/04 THIS CERTIFIES that the building ACCESSORY Location ofProperty: 63165 CR 48 GREENPORT (HOUSE NO.) (STREET) (HAMLET) County Tax; Nkp No. 4,73889 Section 40 Block 1 Lot 14 Subdivrisi;oa Filed Flap Mo- Lot NO. Conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 2, 2004 pursuant to which Building Permit No. 30211-Z dated APRIL 2, 2004 was issued., and conforms to all of the requirements of the applicable provisions) of the law, The occupancy for which this certificate is issued is ACCESaORY SHED AS APPLIED FOR. The certiflicate is issued to MARTIN C PFEFFER (OWNER) -of the aforesaid building. SUFFOLK COUNT$ DEPARTMENT OF HEALTH APPROVAL N/A fff ELECTRICAII CERTTFICAME NO- N/A PLUMBERS CIRTIFICATION DATED N/A rIl Authorized S' ature Rev. 1/81j r vica• avv. : TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall 3 Southold, N.Y. RECEIVE mob►' �' 7E�, 26 2014 CERTIFICATE OF OCCUPANCY ZONING BOARD OF APPEALS NO: Z-32190 Date: 02/07/07 THIS CERTIFIES that the building ALTERATIONS Location of Property_ 63165 CR 48 GREENPORT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 40 Block 1 Lot 14 Subdivision ' Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 1, 2005 pursuant to which Building Permit No. 30983-Z dated FEBRUARY 28, 2005 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is INTERIOR ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to NO-FO PROPERTIES GPT.LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 101518C 07/13/06 PLUMBERS CERTIFICATION DATED 08/28/06 CHARLES T. LITWIN Au hor' ed Signature Rev. 1/81 �g11fF0(,��o Town of Southold o G 10/26/2016 0 P.O.Box 1179 d' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38502 Date: 10/26/2016 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 63165 CR 48, Greenport SCTM#: 473889 Sec/Block/Lot: 40.-1-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/4/2015 pursuant to which Building Permit No. 40390 dated 1/7/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory in src'ound swimming pool with fence to code as applied for per ZBA#6833 dated 2/19/2015 The certificate is issued to Quinn,Timothy&Georgia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40390 10/12/2016 PLUMBERS CERTIFICATION DATED AuthW,6ed Signat e o �uFadk�o� Town of Southold 10/26/2016 P.O.Box 1179 a 53095 Main Rd Southold,New York 11971 CERTIFICA'T'E OF OCCUPANCY No: 38618 Date: 10/26/2016 THIS CERTIFIES that the building DECK Location of Property: 63165 CR 48, Greenport SCTM#: 473889 Sec/Block/Lot: 40.-1-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/4/2015 pursuant to which Building Permit No. 40390 dated 1/7/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: deck addition to an existing one family dwelling as applied for per ZBA#6833 dated 2/19/2015 The certificate is issued to Quinn,Timothy&Georgia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Autho ed Signat e r 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: The Alexander Fox Stern 1997 Trust 2. Address of Applicant:c/o Jolyon F. Stern,Trustee; 130 East 67th Street,Apt 6D, New York, NY 10065 3. Name of Land Owner(if other than Applicant):Same as Applicant 4. Address of Land Owner:Same as Applicant 5. Description of Proposed Project: See attached project description_ 6. Location of Property- (road and Tax map number) 63165 North Road(CR 48), Greenport; SCTM#1000-40-1-14 7. Is the parcel within 500 feet of a farm operation? { } Yes {x} No 8. Is this parcel actively farmed? { ) Yes {x} 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 e use the back of this page if there are additional property owners) Robert E Herrmann 9 2 /21 Signa re 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. THE ALEXANDRA FOX STERN 1997 TRUST 63165 NORTH ROAD (CR 48) GREENPORT, NY SCTM#1000-40-1-14 Construct a 2-story, single family dwelling with attached garage in place of existing 1,686 sf, 1 & 2-story dwelling and 43 sf and 134 sf porches (existing dwelling foundation to remain, with structural reinforcement provided if/as needed; new foundation to be provided for portion of new dwelling constructed in place of existing porches); remove existing 89 sf and 169 sf 2nd floor decks, and resurface existing 1,184 sf deck to remain; construct 427 sf deck addition to landward side of existing deck(more than 100 feet from top of bluff), with 6.3' x 14' stairway to grade and 14' x 20.5' pergola above; remove existing 294 sf masonry patio, and construct 299 sf porch addition on landward side of reconstructed dwelling with 8' x 10' entry stair; remove existing septic system and install new UA sanitary system,utilizing approximately 77 cy of ratable soil to replace existing subsoils (more than 100 feet from top of bluff); and install a stormwater drainage system, all as depicted on the site plan prepared by Jeffrey T. Butler, P.E., P.C., dated April 12, 2021, last revised August 4, 2021. Short Environmental Assessment Form Part d -Project Information Instructions for Comyletin2 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 possible based 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: Fox Stern 1997 Trust Renovation Project Location(describe,and attach a location map): 63165 North Road(CR 48),Greenport,SCTM#1000-40-1-14,property is located on north side of North Rd(CR 48),+/-1,465'west of Queens Lane Brief Description of Proposed Action: Construct a 2-story,single family dwelling with attached garage in place of existing 1,686 sf, 1 &2-story dwelling and 43 sf and 134 sf porches(existing dwelling foundation to remain,with structural reinforcement provided if/as needed;new foundation to be provided for portion of new dwelling constructed in place of existing porches),remove existing 89 sf and 169 sf 2nd floor decks,and resurface existing 1,184 sf deck to remain,construct 427 sf deck addition to landward side of existing deck(more than 100 feet from top of bluff),with 6.3'x 14'stairway to grade and 14'x 20 5'pergola above,remove existing 294 sf masonry patio,and construct 299 sf porch addition on landward side of reconstructed dwelling with 8'x 10'entry stair, remove existing septic system and install new I/A sanitary system,utilizing approximately 77 cy of ratable soil to replace existing subsoils(more than 100 feet from top of bluff);and install a stormwater drainage system,all as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated April 12,2021,last revised August 4,2021. Name of Applicant or Sponsor: Telephone: 917-669-6063 The Alexandra Fox Stern 1997 Trust E-Mail' matthewloonstensmith@gmail.com Address: c/o Jolyon F.Stern,Trustee, 130 East 67th Street,Apt. 6D City/PO: State: Zip Code: New York NY 10065 1. Does the proposed action only involve the legislative adoption of a plan, local law,ordinance, NO YES administrative rile,or regulation9 If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that Zmay be affected in the municipality and proceed to Part 2 If no,continue to question 2. El 2. Does the proposed action require a permit,approval or funding fiom any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:Town of Southold,Suffolk County Department of Health Services ❑ t Z- 3. a.Total acreage of the site of the proposed action? 115,389 sf b.Total acreage to be physically disturbed? +1-14,590 sf c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 115,389 sf 4. Check all land rises that occur on, are adjoining or near the proposed action. ❑Urban ❑ Rural(non-agnculture) ❑ Industrial ❑ Coininercial m Residential(suburban) ❑ Forest ❑ Agriculture m Aquatic ❑ Other(Specify): ❑Parkland Page 1 of 3 SEAF 2019 .44 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑ E—]— b. b. Consistent with the adopted comprehensive plan? ❑ F ❑ NO YES 6. Is flee proposed action consistent with the predominant character of the existing built or natural landscape? ❑ ❑✓ 7 Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES If Yes,identify: 171 ❑ NO YES 8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑✓ ❑ b. Are public transportation services available at or near the site of the proposed action? ❑✓ ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed Elaction? 21 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: ❑ ❑e( 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: A new I/A OWT septic system is proposed. Fv(] ❑ 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 E]Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the 71 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 ❑ Z 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? 21 ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site Check all that apply: WIShoreline ❑ Forest ❑Agricultural/grasslands ❑ Early mid-successional [Z]Wetland ❑ Urban m 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? 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, IZI ❑ 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. r 18. Does the proposed action include constriction 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: ❑ ❑ 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes, describe: ❑ ❑ 20.Has the site of the proposed action or air 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 f Applicant/sponsor/name: Pobert E.Herrmann, En-Consultants Date: September 2,2021 Signature: Title:Coastal Management Specialist PRINT FORM Page 3 of 3 f f I , I - j ' I / i I j 01 X11 , STIRUIN I O pP a> � Yr ysE` i y9yy 0 Inlet Pt,11 • " i o <y Oq �5 (, 5uff'dk Caro NaMap astrom M #50 I cora 1, - +2,0001 I I \ Inlet Point`\ Wpb q o yWpst� �,Y ,County Park 1 ( 51te(Access Via w �; I Lnke 5ubect Property) ; 48 ' I I E TRK v S ,r� ISoO 25 ST, ,t� �• I ,.,..M MAPLES c• ! i l Koa, I Trailer i rr p onR sr„ If 3 m f Park AD •�"HS do T� u N ' � � � ��, ��'',•�' RO �� I C0�IN m STI FU ad w � 4;`` 3Pad�9LINN ST x LL BROWN ST i _ � •�{�§, 48 ,t GREENPORTNEST 25 I I N - I I �amomuck o"a``t�. \ ..:.5+��,`•,:�:'nx:;KTp.='�,�' =�, � I Cl I ctC m ---------� gpUN� VlE 9�o�y BU�'HU,yp i,la-ho,r lul, ., e , \I- V_ I i'r/ CNAR�Y q0 cy CBEEK �-` Sn d 3 U SHORE „ Park a_ sncE az2aoo•' aN3 µ •iz23t5w,r-::a,,' c�22x ? r:;z.�d ',4;<'.'a;`,:; ' :• , p3,:-, ;P3, { x;•=Mla3?w: `,'" - } •.,'�1t., :�5 F_ ,e�' ..•r��S`'�'-r•�»„sp.`,+`.-� rf.,-."?�,:,.t-- ;,t•ya'�_'`•`v' ':'sxa":::+.i„ t,. x:�r .,£'''_"!P Y`,_, .,.",fiiw�f OIRS .•k-,^•`.,,^- AaomM Com - <: - A' •;.i 'dS';-- R.,f` �•>n',. aP a �- HagsM 8 - y+ -,.,-,. $,,,; ,r 't.r,'+';a�;:•:.• ,pa ''`,n.:,r - _. _ .r'''"'_ {• "'S_n _ ,> _. :�...,` ,��.. pis Y, Board of Zoning Appeals Application AUTHORIZATION (Where the Applicant is not the Owner) I,Jolyon F.Stem,Trustee,The Alexandra Fox Stern Trust residing at 130 E.67th St.,Apt.6D (Print property owner's name) (Mailing Address) New York,NY 10065 do hereby authorize (Agent) En-Consultants to apply for variance(s)on my behalf from the Southold Zo ' g Board of Appeals. (O er's Signature) Jolyon F.Stem,Trustee,The Alexandra Fox Stem Trust (Print Owner's Name) ROGER A.KLUGE Notary Public,State of New York Reg.No.09 KL4684289 Qualified in Neve York County Commission Expires July 31,2022 APPLICANT/OWNER 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. Jolyon F.Stern,Trustee YOUR NAME. The Alexandra Fox Stem Trust .(Last name,first name,middle initial,unless you are applying in the name of someone else or other entity,such as a company.H so,indicate the other person's or company's name.) TYPE OF APPLICATION: (Check all that apply) Tax grievance Building Permit Variance X 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 which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. r YES NO d 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/tepresentative)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 RELATIONSHW ROGER A.KLUGE Notary Public,State of New York Submitted thi ay Ofn 20 Reg.No.01 KL4684289 Qualified in New Yorit County Signature c Commission Expires July 31,2022 Print Name Jolyon F.Stem,Trustee,The Alexandra Fox Stern Trust AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics Prohibits conflicts of interest on the part of town officers and emnlovees 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 : Herrmann, Robert E. (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 XXX 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 which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO X 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 this 2nd day of September 20 21 T Signature Print Name Robert E,. errmann f G 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 si nificant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. 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# 40 - 1 - 14 PROJECT NAME The Alexandra Fox Stern 1997 Trust The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ® Board of Trustees ❑ Category of Town of Southold agency action (check appropriate response): (a) Action undertaken directly by Town agency (e.g. capital ❑ construction, planning activity, agency regulation, land transaction) (b) Financial assistance (e.g. grant, loan, subsidy) ❑ (c) Permit, approval, license, certification: Nature and extent of action: Construct a 2-story,single family dwelling with attached garage in place of existing 1,686 sf, 1 &2-story dwelling and 43 sf and 134 sf porches(existing dwelling foundation to remain,with structural reinforcement provided if/as needed;new foundation to be provided for portion of new dwelling constructed in place of existing porches);remove existing 89 sf and 169 sf 2nd floor decks,and resurface existing 1,184 sf deck to remain;construct 427 sf deck addition to landward side of existing deck(more than 100 feet from top of bluff), with 6.3'x 14'stairway to grade and 14'x 20.5'pergola above;remove existing 294 sf masonry patio,and construct 299 sf porch addition on landward side of reconstructed dwelling with 8'x 10'entry stair;remove existing septic system and install new UA sanitary system,utilizing approximately 77 cy of ratable soil to replace existing subsoils(more than 100 feet from top of bluff);and install a stormwater drainage system,all as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,dated April 12,2021,last revised August 4,2021. Location of action:63165 Main Road(CR 48)Greenport Site acreage: 115,389 sf Present land use: Residential,one and two-story,single family dwelling Present zoning classification:R-80 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:The Alexandra Fox Stern 1997 Trust (b) Mailing address: c/o Jolyon F. Stern,Trustee 130 East 67th Street,Apt. 6D,New York,NY 10065 (c) Telephone number: Area Code 917-669-6063 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No N 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 Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. 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. 1-1 Yes ❑ No N Not Applicable 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 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 ® Not Applicable 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 ❑ No ❑ Not Applicable The proposed construction will not change the position of the existing development relative to the bluff or tidal waters of Long Island Sound,and there will therefore be no diminishment to the existing bluff or wetland setbacks. And although the project will result in a 468 sf net increase to lot coverage,it will result in a net decrease to lot coverage within 100 feet of the bluff as a result of the removal of 258 sf of existing second floor decks. The dwelling will remain located entirely outside the Coastal Erosion Hazard Area and well more than 100 feet from surface waters. And the bluff,which is the natural protective feature for the property,is well vegetated and stable; and there is no evidence that the existing dwelling structure has had any adverse effects on the integrity of the bluff. The project is therefore,consistent with Policy 4. 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 ❑ No ❑ Not Applicable A stormwater drainage system is proposed to capture and recharge roof runoff;and the existing septic system will be replaced with a new I/A sanitary system located more than 200 feet from the surface waters of Long Island Sound,thus protecting and providing a potential improvement to the quality of groundwater and surface waters,consistent with Policy 5. 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 ❑ Not Applicable The proposed construction,which will remain located entirely outside the Coastal Erosion Hazard Area and well more than 100 feet from surface waters,will not change the position of the existing development relative to the bluff or tidal waters of Long Island Sound and thus cause no diminishment to the existing bluff or wetland setbacks. The project will result in a net decrease to lot coverage within 100 feet of the bluff,which is well vegetated and stable,and there is no evidence that the existing dwelling structure has had any adverse effects on the integrity of the bluff A stormwater drainage system is proposed to capture and recharge roof runoff,and the existing septic system will be replaced with a new I/A sanitary system located more than 200 feet from the surface waters of Long Island Sound,thus protecting and providing a potential improvement to the quality of groundwater and surface waters As these design features and mitigation meaures are designed to protect and restore the quality and function of the surrounding bluff and shoreline ecosystem,the project is consistent with Policy 6 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 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. ❑ Yes FIN o® Not Applicable 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 ® 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 X 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. ❑ Yes ❑ No ® Not Applicable PREPARED BY TITLECoastal Management Specialist DATESept.2,2021 Robert E. Amended on 811105 i' THE ALEXANDRA FOX STERN 1997 TRUST,63165 NORTH ROAD(CR 48),GREENPORT t" 6_81.65 N;JiR�d A � �V vloogle Ea 401, 400 ft Figure 1. Aerial image of subject properti,and surrounding developed shoreline community in April 2021. Photo by Google Earth. �► n twa ay S Xt Figure 2. Looking southwest along the top of bluff and toward existing dwelling to be reconstructed with second.cton'expansion. r THE ALEXANDRA FOX STERN 1997 TRUST,63165 NORTH ROAD(CR 48),GREENPORT C y A Figure 3. Looking southeast at existing dwelling to be reconstructed with second story expansion; and at existing pool and deck to remain with deck addition on landward side of house(right). t 1 � i 1i' Figure 4. Looking north at soutldlandward side of dwelling to be reconstructed with second story expansion;at locations of proposed deck(left)and porch additions(center);and at location of proposed UA sanitary system(right). /v-`r& ZL 16)-C sk- s 1 t ' L , MATCH SEE SEC.NC 40 Mai�i n 9 s' �'• � '� Inlet Pond 40 23.3 43.SA(c) jCOUNTY OF SUFFOLK L (INLET POINT PMK) O 4 j• 9 IC' 6.3A / COUNTY OF SUFFOLK I � SEE SCE.NO. 130 / C 10.3 leo / g S 1.6A 24 . j 23.1 Sf2FEOLKOF A � 93 �9.0A(c) C j VILLAGE OF GREENPORT 2.OA(c) co, .9.4 S O c m IW o S sus j` m moo. 7 NCS 7 21 \' p { $ 202 1.7A(c) 2?A(c) 20.1 3.4 16 e j3.6 1 OA(c) 3.5 1.2A 14 4. 75 1.3A -` 2.7A(c) 1'3A(c) : sr / r4 • 2 5� 5 13 7.3A 12 teA(c) $ t 216A(c) 'C O / zt.1 L4A(c j• Ly1(c � h 9 � j'• 2.3A(c) O r B 'SO•'E< 1.1A(e 8.27 GG 7 533.54N323.569.39 1.2A(C) 1 E2,M5,257.88 j/ E 17.1A(c) N323574.60 S,:P' n N323,501,80 1.2A(c) + E2."5.254.36 NB9'339PE E2.445.498.54 5% .37 m N323 Z w N82'S9'00'E ' 1.1A(c) Ez.4u.359. 149.Js6.44 O �- �� 't � 9t ae / 1AA(c) ��• �`r�'' g p :~ �= m «5559" TOWN OF SO 1 OJ 3.1A(c) • O(Ly �G� '� (n IM3.338.07 N6r4370'E urr 10, N 373 200 -- ° M323.2 F Y Q' 0206 - E2L/ .W 5,207 s NATC1{ uN �os� a 9 .3n-.F- ?----- VILLAGE OF Gf SEE SEC.NO.OaS s E2.s ig MATCH SEE SEC.NO.045 LINE I!y L PA..nanwl.a swr�ta w. nn s,e,�„� -_---_ sem wml.. --tlw-- rw4..or.e L.. --n-- uaeu rnuw mt4sewse.Nlrtas8tes E 0am.�aew o,ae (21) --r-- wu..o.a.u. n N+C wnm3wC nnuwwoarscrs: -ZZ- saa....ww.rsw C' ______ oaa oe..a o w.a o...e L.a --w-- Nr.elprel..--recr-- rxrt 3t Nrs•a. "i.. _ "` so`.0�na .. o.agLw -_ LW Orol.a --L-- 9ra u.--w-- 48 D nary w. 23 rw t2.1 h(a)w 12.1A T°"a l" --- MOwalr --•-- w.�.taasw--wN- waBwVCC w•SlE• c..erlaw 121 Nc1 --s-- I I��� Site Comparison: Fox Stern Trust (2021) vs Quinn (Case No. 1151, 2018) DesignSmiths Architecture ij + 231 943 2323 I RnVEREE CIT'M1-.4 I' ^ ww ticsig nsmill,s us / KEY Area of existing dwelling to be reconstructed within the same footprint,over existing foundation(same i/jam���% / / footprint as additions and alterations approved for / //j 9 \\/ Quinn,Case No,7151,2018)�i� Area of proposed dwelling in place of existing .✓=�:�`// / /� %i f \� dwelling and porches(same area as additions and alterations approved for Quinn Case No 7151, EXISTING DECK TO BE 2018) RE-SURFACED TDP OF BLUFF .i %jam�! - / / Area of proposed porch,deck additions and steps N/O/F RONALD E SPILLANE (expansion of footprint of Quinn additions and alterations COASTAL EROSION HAZARD LINE AS SCALED FROM `i��i��,f / — j �-� \— EXISTING 1 8 2 STORY COASTAL ERISION HAZARD AREA MAP PHOTO 453-59583 i� i +A�_ DWELLING TO BE REMOVED Area of approved Quinn Additions and Alterations SHEET 13 OF49 '„/ I / / / / \ TO EXISTING FOUNDATION / \` AND REPLACED WITH NEW (2nd floor deck addition and pergola)no longer 2-STORY DWELLING proposed EXISTING 11 INGROUND POOL // \ Existing Unchanged TO REMAIN PROPOSED IRREGULARLY SHAPED 427 SF DECK ADDITION WITH 14'X 205'TRELLIS ABOVE — AREA OF PROPOSED DWELLING TO BE O�.TSAy CONSTRUCTED IN PLACE OF EXISTING DWELLING AND ; \G PORCHES g \ PR OPOSED8'X37'COVERED EX CONCRETE BLOCK WALL ^—\ \------PORCH__ \ 1 \ 1 00'SETBACK FROM TOP OF - ��� �� 1 \`\ II \�L BLUFFi 1 \ 1 \ \ R \\\N N/O/F JOYLON F STERN `\ f( I \ 1\�� Ry PD`E II \ Ili 111 ,I \V O / N/O/F LAURENCE LOSCALZO EXISTING 5'HIGH METAL 1\ II I I \�n\%A,-P MESH FENCING WITH T HIGH \ \ 11 I I \y PLASTIC MESH DEER t FENCING \1 I\ I I \\ UTILITY POLE 44378 I 1 `zn # Description Date A revised 8/16121 t \\ A-' \ // � \ i �/J /��I Fox Stern Trust Residence 63165 Route 48 Greenport,NY 11944 SCTM 100030-1-14 l Site Plan I to site plan V O O/� - 8003 scale r 440'- I . / / vi - ctrl t B r MEN 0 MEN MEN , rMEN ME M M \ .X -SON t s. #A1, H,. 'Fria d'�a' �T'4 '� ` r n+L Ff,e "fid a ■� ■ ■■ fmv4 h6Y l 45vk/.1' � ai ek ° 1 mrd rn s ■■■ ■■■■■■ ■■■ q'► to , _ i, ` ; , :. . IN ■■ ■ ■ MENEM■■■ MEMO ■ ■f■■ ■EHa■■loom mas IPAP HIMMEM ■■■ ' , _ EEM■EEM ■� E ��u�MME �IMMMM■ t MME■O■■ ■■ MINN UNEEMM ■ EEM■ ■ EMM■ME ®®■® ■■ ■ r " DesignSn>iths _architecture + 231 943 2323 NA ..."ni e969ag ww tlesignsmilps us O O r __—_ I I I I I i a o 0 o o a o 0 L pnumem faf gauge(e) Stan(e) -------------- 0 ___O I I I I I I L------------- # Deslxi hon Dale A rev,sed 813121 Fox Stem Trust Residence 63165 Route 48 Greenport,NY 11944 SCTM 1000-4D-1-14 ri 'Xi.Ung Lower Level/Foundation N ma wale 9 =lw• Existing Plans Lower Level/Foundation 100E I DesignSiniths 1/Azao � Arehilecl tire + 231 943 2323 31C91 RSE COTOI h1"a96B0 Q ww tles�9 nsmll�s us a --- -------- ---- r_________________________ I I 18'-10 1/4° I I 101-8118, T-3 1/8' I I I I I I I I I I ' I I I 0 0 I 1 ————————————— I I I I I i I I /ryp I _ ewei - 1p I o a o o ------o----- 1/A301 mv9 _ —— 1IA301 I I I asI I I I I I I I jI nwl nC o 0 I � ' I I o I I I cmwt woe I ce L_____________________ O _ , I i I 1/A300 1/A300 I I i I I I I I I I I I I L JI � � t I I I I I I I I I t I I I I I I � # Descn pt..n Date I I A revised 8!321 I I I I I I I I I I I I 1/-4201 I I Fox Stem Trust Residence 63165 Route 48 Greenport,NY 11944 SCTM 1000-40-1-14 I I I ! I I I j N r—t--r ----' -- I ��Proposed Lower Level I Foundation I I I I -4100 Srale i/4°=1'-0° I I® I I ® I ®I I -----� `----- `-- —� Plans 20'-6° 6'-3' /A 1 00 o DesignSmiths 60L7' ArchileClUre 7'.7' 11'-10' 10-9' + 231 943 2323 o a..EnSE CIT, A, a968, ww d—g—ith.us a /� Qc41e1 - ' I gveu 1/A301 -- - ---- ' -- 1/A301 — ----- ---- ® as IS HVAC chase gas U❑ I wn I I J I r--- 1/A300 �"� 1/A300 guw ❑ ❑ aem ❑ i I # Descn hon Date A revised 81321 r II 1/A201 _ ,e=-•— Fox Stern Trust Residence 63165 I Route B Greenport,NY 11944 SCTM 1000-40-1-14 Main Level N T-7118' 5'-1 1/4' 4'-6 314' T4 7/8' 6'-0 1!4' g•-3• 72._g. 10._9. A101 Scale 1/4'=1'-0' 36'-11' 24'-0' Plans 60'-11' A1 01 110DesignSmitlis Architecture - 231 943 2323 319 TMAN ERLMWOTODMAV9684 91-115/8" 181.3 3/4' 7-3 118' 11'-3 3/4' 11'-3 314' f- —— -------------_ ————————————————————————————It——————————-- —————————————————-1�—————————— A 1\1 2 T— IIA-1 IIA301 rd 11, i WE= 7 --------------------------------------------------------- 2= 1/A3001/A300 ------------------ ------- 9 Descriphon Date A revised a/ml lIA201 Fox Stem Trust Residence 63165 Route 48 Greenport.NY 11944 6'-2- SGTM 1000-40-1-14 131-8 1/8" ll'-0318' Y-4112' 7-2' T-9- 111-0119, 36-7 1/2" 24'-D' A702 8rale,T_ 601-11" Plans A102 i DesignSiniths Architecture + 231 943 2323 "nn"v ase CITY )<z"sea Q < ww tlesi9nam it�a us a a i____I _______________________ _---_—___—__—____________—_ __—__—________—__—__—_—_—_- I I I I I I aD I 11A301 - 1/ � \l'---------------------------------------------------- I jslope slope 1/A300 t/A300 — I I I I I I I I ' I El 11 1 I if .. - r t^ Integrated gutter a # Description Date A revised 8!3121 II \\t1 II 0 t/A201 Fox Stern Trust Residence 1 63165 Route 48 Greenport,NY 11944 SCTM 100040-1-14 -- I _ _ i roof N A703 Scale 1l4'=1'-0' Plans A1 03 9 kp 1s. til" LcP.. ^� 00, o � SURVEY OF PROPERTY SITUATED AT GREENP ORT TOWN OF SOUTHOLD J� O SUFFOLK COUNTY, NEW YORK Z CNV" ANG O�0� � b S.C. TAX No. 1000-40-01 - 14 SCALE 1 "=40' MAY 179 2004 SEPTEMBER 17, 2004 ADDED SPOT ELEVATION �z ,$ ` OCTOBER 3, 2004 ADDED EXISTING LANDING OCTOBER 21, 2014 UPDATE SURVEY G' OCG OCTOBER 20, 2016 FINAL SURVEY FOR POOL �, �o AREA = 115,389 sq. ft. $o ° ~: ° (TO TIE UNE) 2.649 ac. I'D al 6,3�r F0s F� E ,� CER TIFIED TO: ` �� ti °' ` . .•..:::.:::�:'. ALEXANDRA FOX STERN 1997 TRUST \�� OF '�' g tic 1R� s.1gk P•N�(S WONC. ::,'_.•; •.� � 0� �p� �� ',�� CIO WOOD pF 0`' 95 •.�18y Syc � �,� `bo Flo•'••.�•'•' g QT G cc C4 ryk. 1 y �V` ►�O n L ' �p� Q P K Wq4L �l 4 ks� �yb �101l \�y 1,*� o X -;s• t C \ e.. 1 ••'j << � �.o 41 C) � .< n0 :A• _ 1 O� \ t1� \ �O Cs 1, •, � QOM p,'� �N Ilk 'a 1 1 g'S�g1'I` 8VO \ a� ` 's \ V� kyl 0 1a .e.. o P ,e• G a a: X50° /•• a. �G.�Pvjl' O O . a FOJ pts ���/ .. �, :•�e e PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED �� ��� • ` BY THE L.I.A.L.S. AND APPROVED AND ADOPTEDo QPM• ' • n'��JJ�VJJ FOR SUCH USE BY THE NEW_YORK STATE LAND top TITLE ASSOCIATION. :..r O O �`" F • • a a: Y N.Y.S. Lic. No. 50467 •• •e - UNAUTHORIZED ALTERATION OR ADDITION •e ' Nathan Taft Corwin III TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. Successor To: Stanley J. Isaksen, Jr. L.S. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 Fax 631 727-172TO THE ASSIGNEES OF THE LENDING INSTI- 7 ( ) TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OMCES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 39-140 EXISTING / i'/� /' 40 / 42'�� /' '� DECK 5UBJE6T PROPERTY CURRENTLY: / i 46r / I ` N/0/F RONALD E.SPI LLANE .. 't t 2: .' 'r :r•t-�.^'.. ,,.,:- . ,c.„;;+.,: IS DEVELOPED AND 15 CONNECTED TO PUBLIC WATER,SERVICED W/PWR/GOMM/GTV VIA / 50 1 EX. WOOD STAID, / / 44 / � i EXISTING e ",;"a."�"� +'i:�,'• �..% '" ";, SGTM No. IDOO-40-LO-11.0 UNDERGROUND LINES TAPED FROM UTILITY POLE No.4310 AND SUPPLIED W/LP VIA BURIED WALKS AND i' / �/� 14"GHE/RRl 15TORY ;.-."'t:'.5-•�= ` .w'" r"t / PLATFORMS TO ' i /' i' 48 / / 0� / / 63403 NORTH RD ) , x. ,,.,••s.• ..,.,-,, , / / TANK IN FRONT YARD AS NOTED ON PLAN. �' / /' �/Q \ / 56 DWELLING ' ''; Y' " Y° ,� , '• BEACH TO REMAIN --"52 DEVELOPED -PUBLIC WATER =.t, Y k„ / /' ' / LONG ISLAND );v STORM DRAINAGE 5Y5TEM: /' / 52 i / �l I PROP05ED 2 5TY J SOLTNT) FR DWELLING COASTAL / ' ' 54 / 1 • (2) STORM DRAINAGE DRYWELL STRUCTURES EX15T ON THI5 SITE,(2) ADDITIONAL DRAINAGE / / i 52 TO BE CONSTRUCTED OVER EXIST.OVELLING COMPONENTS ARE PROPOSED FOR THI5 SITE. EX.AND PROP.COMPONENTS WILL MAINTAIN EROSION HAZARD LINE i 54 i / 1 I l PROP05ED CONSTRUCTION OCCURS ' ' SUBJECT ''''K•.; r t i i 56 / / 1 I AND PORCHES(1,686 5F+43 5F + 134 5F) ;.•- / A 10'SEPARATION TO ALL SANITARY STRUCTS. ALL DRAINAGE STRUCTURES SHALL BE ER SCALED FROM COASTAL ON/WITHIN THE EXISTING � \t�• /� p/ i i NEW DWELLING AREA- 1,863 SOFT. a � . -J 0 EROSION HAZARD AREA / 1 54 "' ?• .M .. ' .'. pRQPER ^'L i PLACED IN ACCEPTABLE LEACHING SOILS A5 APPROVED BY THE TOWN ENGINEER IN THE / / • NEW COVERED PORCH AREA-29q SQ.FT. REMAINING FOUNDATION. ; ,, ::+` ,,,. ' MAP PHOTO No.53-5q5-83 / J _��� / / EVENT POOR LEACHING MATERIAL 15 ENCOUNTERED,EXCAVATION 15 TO BE CONTINUED TO i ' / 52 / ' I / NEW FOUNDATION/FOOTINGS <�.3" ti• x•. .; {l sF, `":_, .a, ° 01 // 7 / / //i SUITABLE MATERIAL AND BACK FILLED AS DETAILED. /SHEET 13 OF 4g i / / SHALL BE PROVIDED FOR NEW "_ . P� / / EXISTING FOUNDATION TO REMAIN WITH '`►-'r`, ;t ' oma' J ' 0"CHERRY/ / PORCH • ,� .�;.; r ' n., SANITARY SYSTEM: / / / / U� NOTE: / / STRUCTURAL REINFORCEMENT A5 NEEDED WITHIN rr'` ''' "s :' w c `,' ° ``� ` A // / SOP / /4' PVG CONDUIT - AIR TO UNIT, / �/ s $ `„ , �. '., .: ' t `" a P / i i EXISTING SANITARY SYSTEM SHALL BE ABANDONED BY REMOVAL. // 3 / THE EXISTING FOUNDATION FOOTPRINT " ;* ". THE PROPOSED SANITARY SYSTEM SHALL BE LOCATED A MINIMUM OF 20'FROM ANY 2" PVG VENT THRU ROOF OF DWLG ` ":tl 24"GH P.R1 --56 O .� „ y ',r '• EXISTING POOL DRAINAGE OR DRYWELL STRUCTURE EXTEND A MINIM OF 6"'ABOVE THE ROOF / _ PROPOSED STORM DRAINAGE 5Y5. THE PROPOSED SANITARY ETU SHALL MAINTAIN A 10'5EPARATION FROM THE EX.BURIED / / LINE AND A MINIMUM HORIZONTAL / - DEDICATED TO P/O CONCRETE DRIVE/ r..; T-�,:,, *, Y'{.,,°,k' „r,:° - LP TANK d LEACHING COMPONENTS SHALL RESIDE A MIN OF 20'FROM SAID TANK. /' / SEPARATION OF 12"TO HE SLOPED �s -56 PARKING AREA AND PROP05ED ADDITIONAL ROOF AREA y .'r'."' r1 _, 24"TWII1. 1 r's` r o� / / i / / - - y41ERP.�y" I / PORTION OF THE ROOF PER BLD&CODE) ` USE 2-8'0xq'LI0 DEPTH LEACHING POOLS /� // �' D /i i'' / ' - / / / / \ V SEPARATION D15TANGES D` (�� /' ` / AREA OF D15TURBANGE: ' MAINTAIN REQ i ° / i:' / -' 12" CHERRY ' PROP05EO / OPEN COVERS,TYPICAL h' %' / ��`' �'/�' �' ' 't . ' a -�- / / ENTRY STAIR ADDITION , /54 LOCATION MAP: Lu n / / t145g0 s ft.(0.334q AG) 14"GHEPRY CONNECT/INTERCONNECT A5 SHOWN l ' I° �j / . NOT TO SCALE o 12,14,% ' i / j'% ' ' i/i %" �g 56 / ,5 8'x10,80 SQ.FT. i / 1 100' SETBACK LINE �/ i'/ ��ai i'. '////xs i,/'lu,''I�_'• _ j'///i'�/ ,'' ii i/,i'ii/ /,///`%/ !/ / / / �,, Ro 0 sit 0 GH / \ f� � 14"GEDAP FROM TOP OF BLUFF-20 22 Pi :OPOSED INNOVATIVE AND ALTERNATIVE . x . , . 54 RONALD E.SPILLANE 24 26 cv SGTM No.1000-40-1.0-11.052 ON-SITE WASTEWATER TREATMENT ° 2a 30 i i 'j 1 FND \ 63403 NORTH RD g" cH CRY /' �� \ / PG�p \ / 2� /' PROP05ED INLET PROTECTION ° i//j DEVELOPED / / �PC� 5 4' c So i INSTALL WHERE OPEN COVERS ARE PROVIDED SANITARY SITE PLAN: i , / l EXISTING i i ,'/, j i i `8. , \ DE( PUBLIC WATER ^- N �y v �j :\ ' EXISTING `y g\\� CONCRETE O �/:r.. ..:, l Q � SEE INSTALLATION DETAIL ON 5HT 2 � SITUATE AT: / //�� / / EXISTING DECK TO REMAIN P�°e a�G� o g r / DRIVEWAY \N Fo IID MAINTAIN GRADE OVER c^ 63165 NORTH ROAD (GR 48) SGTM No.: 1000-40-01-14 ! 4A ac, , �� /ti / ' \d STAKE ENHANCED TREATMENT UNIT(ETU) GREENPORT, NY 6WMZ IV: 600 GPD/AG o`� / I4"CHE:RR, EXISTING AREA: 11,184 SQ.FT. q2 48 50% roe /� 1 56 15TORY 1 WITH NEW DECK SURFACE bO G \, MAINTAIN GRADE 5'BEYOND EDGE of ETU THEN TAPER TOWN OF 50UTHOLD DATUM: NAVD88 DWELLING (PORTION OF PECK CONTIGUOUS TO PROP05ED 54 a / I �f s= /;::. DOWN 70 NATURAL GRADE 0 33%(EQUATES To 1'DROP SUFFOLK COUNTY NEW YORK FLOOD ZONE: X / I EXIST 2nd STY DECKS TO BE REMOVED DWELLING TO BE RECONSTRUGTED 2 5TY DWLG AND ` / /� / ` / a \ `J IN ELEVATION OVER 3 LATERAL DISTANCE) /56 8"CHERRY 54 G G ` IN-PLACE IF/A5 NEEDED) GAR ON LHR LVL '� w AREA(5): Sq 5Q.FT.AND Ibq 5Q.FT. \ .p 52 / / '6 54 �5 C` BUILT ON EX.FIND 6 AAA a Q� SITE DATA: c� c� F.FL. = EL.5b.b' /50 EXI5TIN6 1 4 2 5TORY DWELLING/6ARA6E 4 EXISTING WOOD STAIR, _. / / / - • STRUCTURES TO BE REMOVED AREA: tl 86 SOFT. /, / 24"CHERRY , b � , , (5 BEDRMS) EX WALKS AND PLATFORMS - _X24"THIN �I 5v / / �' _ 6 EXISTING FOUNDATION TO REMAIN Z5 o� 5\A c` `Pf \ y� ANG�° a HOLLY L LOT AREA: 115,38q 50.FT. (2.64q AG) TO BEACH TO REMAIN _c�+EERY / / /j - / �� oc� Zq0 0 ILL �a HOLLY TREES BUILDABLE LAND (LOT AREA LANDWARD OF GENA BOUNDARY): COASTAL EROSION HAZARD I K _ ?"CHERRY // / ` : ` i ,� �� �� �6 �� \f ° °. A5 5GALEO FROM COASTAL -_ ' (� 100 SETBACK LINE s \c g \; ql p38 SQ,FT. (2.Og0 AG) 14'�:HEPRY \� �` 9 \l� EROSION HAZARD AREA MAP eP� � / CEDAR FROM TOP OF BLUFF 52 _-_- ',p � � � ,� 1 �'�' �O � y .� o� �o a �, MAINTAIN GRADE a o 3 54 _ r, OVER PRECAST STRUCTURES PHOTO No.53-5q5-83 FOUND y s qF� i o� gF w. 9� ' y�p'ALK _ `� a v MAINTAIN 5%GRADE WITHIN 20'OF LOT COVERAGE: EXISTING : PROPOSED: �? S, \\. 52 � v SHEET 13 OF 4q STAKE 15"CHERRY; �' 'S 54 ° c EX.POOL y( 'QO Ex. \ is RF OVR ENTRY PORCH -43 50.FT. N/A • 6 y�ta .:y>' �; X.GONG. FOUND 50- o + s `� y DWI 48 EDGE OF PRECAST STRUGTUR + -68.5F, a >� / 011ELLIN6 /GARAGE _1686 5Q.FT. 18 (EQUATES TO I DROP IN NATION 6 b SQ.FT. EXISTING DECK TO REM/SIN /' � a / � �. ✓ DRVWAY EXIST. ROOFED OVER WD DECK � -r �� � �: � I \l/rEST U� �-'� ' 9 o �� TO REMAIII \ G v OVER 20'LATERAL D TANGE),THEN DWELLING ADDITION N/A Ill 50.FT. / STAk:E G AREA: +1,184 SOFT. / � � s�r ° d � TO BE REMOVED -� - `� �ExP/ 52'&\\ HOLE �F WITH NEW DEGK SURFACE 54 Q�Gi:� F.FLEL.®56.6' \� �j0 49 - O �i �1� / <� .iq1 G.FLEL.®456' y\.\ � 50 STRUCTURE TO BE REMOVED,AREA: 1134 SQ.FT. c \ �j e(ZO � E� \N /� //�� \� �FC� TAPER 501E DOWTO MEET NATURAL RF OVR WD PECK PORCH ±134 SQ.FT. 2qq SQ.FT. (PORTION of DECK CONTIGUOUS TO �'ti Vey Q. o n�.. �� EXISTING FOUNDATION TO REMAIN �",�� �� / �_ �� C7 \ /�' S0 s \ C DWELLING TO BE REGONSTRUi�TED `� : t� ��2 (2)I2' P/O AREA TO BE CONVERTED TO PROPOSED �.r� EXI5T.W PECK / 0 \0 a G' GRADE. POOL X85 SQ.FT. X85 SQ.FT. IN-PLACE IF/A5 NEEDED) - 5 f VA s Vis` `p A� ' � L ° HOLLY TREES y TO BE RESURFACED / \� ��� '4 4 SQ.FT. A LIVING SPACE 46 ---- 1� /� \-- \� ETU qj / LP PATIO ±2q N/ EX.P00 ::�A3� A 1 i.�i• > ' ��, \� `..•''• a � S, 52-- \\ �G� 100 5ETBAGK LINE / t 20" 48' RET, WALL @ PATIO ±28 SQ.FT. N/A EXI5TIN6 5WIMMING POOL TO REMAIN ±6a5sF, o p s \ cp s, / // LOCUST p p 2r FL. DECKS ±258 SQ.FT. N/A 31'x 05,±b85 50.FT. ti sow\ `" � �Wl 8 `p 48 gyp{ FROM TOP OF BLUFF .\ 6 ���� 2,��( 0 \ y �y EXISTING DECK ±1,184 50.FT. ±1,184 5Q.FT. • t REMAIN -Q\--54 ✓ 5T. 52 / t of f F2 i�0 50 -��... (Q DP \� i' ° ° o / m 48-- f. 7 X6� PROP05ED r EX.EfURIED `� \ ° PECK ADDITION N/A ±421 5Q.FT. \ v0 fin\ 5 ,-'' �j 100' SETBACK LINE _ \ ��� E�`.�o��p. resr ( 2 �` IRREGULAR SHAPE DECK ADDITION 44 TANK \ 48 �v mQ • FROM TOP OF BLUFF- - 0��� P� � \-- i 50 OLE FH ° Z t1q.25'x26.15',t4215Q.FT. - o' _ 1 TO REMAIN LOT COVERAGE: ± ± ti �fit-\ -48- -�\ a FOUND / 4,025 SQ.FT. 4,458 SQ.FT. 0� r,x.uio F.c.M. �`� \ LP I ° GON.MON EX.U.P. (4.4290) (4.q0%) EXI5TING PATIO TO BE REMOVED 44-- ` �° LF TANK U5T ° �� 4a PROPOSED PERGOLA ` \�� �24" \ 1 ^Z4gl7q/ a' 2#43-10 \ _- - -4a - c� / OVER PROPOSED DECK 42 _--_ \ LOCUST / 6R0 Ngo f N EXI5TING ADJACENT WA'LL5 TO BE REMOVED , -� ° Eu.u.P. _ \ RELOG Deo / a PATIO AREA: t2'14 5Q.FT. 42 -- ,; \��,�W� U5T 6 I\PROP. STAIR ADD N / / I/A OWTS UNIT SIZING: � sex :4310 14.0 x20.5,281.0 SOFT. i 1 CF V _ e --_ --- __`- Ex.WTR RE OG'D `625'x14',188 SOFT. VALVE 5.G.D.H.5.DIVISION OF ENVIRONMENTAL QUALITY,5TANDARD5 FOR APPROVAL OF PLANS AND / m WALL LENGTHS: 120 AND 18.5 ti x R �r�R(TTP) 1� �( 'VALVE �� \��"�--- � wl '� _ <-- �° i / POOL DRNG -/ _,_ / ° / h4 O RELOGV \ CON5TRUGTION FOR SEWAGE DISPOSAL SYSTEM FOR SINGLE-FAMILY RESIDENCES EXI5TIN6 ROOFED OVER CVRD PORCH. \` _ _ m \' ° I jtt /50 40 FX RoG� STRI TURF PBDW_-(�, - /r--46 ------_ -\ 50 X DAl ED: DECEMBER 2q,2011 .41 ADJACENT WALL 4 STEPS TO BE REMOVED a_ 1 ALL 1 -- --, , / TAB : MINIMUM I/A ON-51TE WA5TEWATER TREATMENT CAPACITIES ^ m \ EXIST.SANITARY 5Y5 PER DHS TT �tJ' PROPOSED ` ` \_/ ' 1 46 a I \ 5 BEDROOM DWELLING: \z PORCH AREA: 143 SOFT. TO BE ABANDONED PE 5C _ _ WALL LENGTH: 14.5' FvuHD - REQUIREMENTS. SEE BOXED NOTE, jl // -� O LOCATION OF RELOCATED DRAINAGE 5TRUGTURE5 ____ DW2 - \\ \\ ° II t MINIMUM TANK CAPACITY = 550 GALLONS X Z LL STRUCTURES TO BE REMOVED STAr.E I'FLE 4O\ ' I 1 �j �J��� LOCATED BELOW DEGK ADDITION \40 $lLr ,\ _ \, I f EXISTING FOUNDATION TO REMAIN � THIS DWG FOR ADDITIONAL INF � � 1 z p 38__ I/A OWTS UNIT LOAD CALCULATION: PROP05ED SILT FENCE BARRIER N/0� - \ 44-_ 1 I \ � MAINTAIN UNTIL JOB COMPLETION I 1 ° 1 � • 110 GPD x 5 BEDROOMS = 550 GPD TL FLOW REQUIRED < O SEE INSTALLATION DETAIL ON 5HT 21 I 14- ,\ 1 JOLYON F.STERN PROPOSED \ a a 1 PROPOSED SANITARY DESIGN FLOW = 550 GPD Q 11 1 5GTM NO. 1000-40-1.0-13.0 FOUND 20" ER05ION CONTROL MEA5URE \ u ; I 1 � STAKE 38 4-, 1 Q.-. O 1 \ USE FUJI ENHANCED TREATMENT UNIT IY SEPARATION DISTANCE REQ MTS FOR ti EXISTING POOL DRAINAGE STRUCTURE AND EXISTING °� \ 63035 NORTH RD MAPLE PROVIDE SLIT FENCE BARRIER WHERE � SANITARY SEPTIC TANKS, I/A OWTS, t� DRYWELL SHALL BE REMOVED AND RELOCATED AS ` a DEVELOPED,PUBLIC WATER SHOWN PER DETAIL ON DWG No.2 \ 1 •• MODEL No.OEM,GRAVITY SYSTEM �y Q PUMP STA OR MANHOLE (RESIDENTIAL): �� 5° I •• TREATMENT CAPACITY:100 GPD Y z O ��v NOTED ON PARTIAL SITE PLAN,THIS DWG \ c� 1 ' +" FLOW RANGE: 50-100 GPD N , \ Q 1 r \ �v .�. ' •• TL.WORKING CAPACITY: 1,06q GAL m •• MAINTAIN REQUIRED SEPARATION D15TANCE5,5EE TH15 DWG FOR INFO MIN.HORIZONTAL SEPARATION DISTANCES: �% `f \ ` \ 1 A.BUILDING W/CELLAR = 10`-0" \ I, 1 1 �, PARTIAL SITE PLAN - .• B.BUILDING ON SLAB= 5'-0" s 1 I 1 \ 1 \ p 48 SEE DETAIL FOR INFORMATION,DWG No.3 G.PORCHES,DECKS,HOUSE OVERHAN&S, \ ' _ PROPOSED SANITARY WORK CANTILEVERS,ETC = 5'-0" : \ � \ 1 �° - PROP. I/�4 ON-SITE SANITARY SYSTEM REMOTE FUJI GNTRL GNTR AND BLOWER D.WATER LINES = 10'-0" I 1 1 // 46 AEROBIC TREATMENT PLANT: To BE MOUNTED 3s'ABOVE GRADE OR ABOVE SANITARY LEACHING POOL SIZING: E.SURFACE WATER(WETLANDS) = 15'-0" 1 1' 1 1 / I -FUJI GLEAN USA ENHANCED TREATMENT UNIT(ETU) BFE WHICHEVER 15 HIGHER(SEE 'H'FRAME PTL, LuPCR.S.GD.H.S.DIVISION OF ENVIRONMENTAL QUALITY f� F.PUBLIC WELL = 200'-0" / T , DWG NO3) 1 • MODEL CEN1(GRAVITY SYSTEM,DESIGN FLOW: 100 GPD) STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR 5EWIAGE DISPOSAL 6. PRIVATE WELL = 15'-0" _ _` - \ I I I ° / of UNIT INCLUDES: BLOWER MODEL MAGIOOR,5Y5TEM •CONTROL PANEL AND SY5TEM FOR 51NGLE-FAMILY RE5IDENGE5 H.RETAINING WALL(WTRPROOF) = 10'-0" I' I I /// 20 10 O 20 40 60 10'-0" ti CONTROLLER(OP/GNTRL CENTER) W ALARM BEACON d REMOTE AIR COMPRESSOR DATED: DECEMBER 2g,2011 E IN R: J.U/G FUEL TANKS = K.U/G UTILITIES = 5 1 \ I I 1 GRAPHIC SCALE 1" = 20'-O" AUDIBLE HORN ALARM(LOCATED REMOTELY,A5 SHOW LOCATION FOR OWT5 15 APPROXIMATE. VERIFY I II II PROVIDE! U/6 ELEG CND FROM AERATION CHAMBER(A.GJ TO OP5 WITH OWNER PRIOR TO INSTALLATION. 1REMENT PER LEAGHING 5Y51�M FORA 5 - b EIEDROOM RESIDENTIAL PROJECT fr ' L.ROAD STORM DRAINS = 20'-0" " I a' •• Z M.ON-51TE STORM DRAINS = 10-0 4 I 1 •PROVIDE CONVENIENCE GFI RECEPTACLE MINIMUM LEAGHIN6 SYSTEM(400 5Q FT 51DEKALL AREA) " /' •• 2" U/G VENT GND FROM PRE TANK(P.T)TO HOUSE STACK N.CATCH$A51N5(NON-LEAGHIN6) = 5'-0" s NEARBY CONTROL PNL(3S'ABV FIN.GRD MIN.) MINIMUM 50%EXPANDED SYSTEM(600 SOFT.51DEHALL AREA) O.SANITARY LEACHING POOL = 6-0" ti I •• GFI CONVENIENCE RECEPTACLE NEARBY CONTROL PANEL ; �' m I 1 /° 44 PROVIDE 20 AMP SERVICE FROM MAIN P.SEPTIC TANK,PUMP STA OR M.H. = 5'-0" ` 1 I '� • MAINTAIN REQUIRED SEPARATION DISTANCES,1NI5 DWG Q.PROPERTY LINES= 5-0 • I m I 1 s \ / • MAINTAIN GRADE 5'BEYOND ETU,THEN TAPER DOWN TO ELECTRICAL PANEL IN DWELLING. R SWIMMING POOL = 20'-0" 40 I A 1 // ; ANNE WAL5H PROP/EXI5T GRADE AT A RATE OF 1:3 SEE DETAILS ON DWG NO3SANITARY LEACHING POOL DESIGN: m per. I w 5.TDP OF EMBANKMENT OR STEEP SLOPE I ml / N/0/F • SEE DETAIL DWG No.3 rF / 1 1 / 5GTM NO.1000-40-1.0-11.0 e�tP (15%SLOPE OR GREATER) = 25'-0" ,✓ 1 EX.U.P. 42 LAURENGE LOSGALZO LEAGHIN6 SYSTEM FLOW REQUIREMENT: - SCO / / 1 1 / °° / 431B i SGTM No.1000-40-1.0-15.0 63411 NORTH RD 400 SOFT LEACHING AREA/25.0'5Q.FTJVERT FT = 16 VERT FT REQ'O 0�3. T.BLUFF = 65'-0" 40 ` Y�pO� q 1 / / / 63345 NORTH RD DEVELOPED PROP05ED LEAGHIN6 FIELD U.DECK/RAMP = 5-0" y /�� / 1 / / / VACANT PUBLIC WATER 40 (2)VIP x 8 EFF.DP LEACHING POOL USE: 1 FOUND „ • LOCATION FOR 50%EXPAN51ON SHOWN NOTE TO GONTRAGTOR: (2) 61P x 8' EFF. DEPTH LEAGHIN6 POOLS / 35 • MAINTAIN SEPARATION D15TANCE5,THI5 DWG • PROVIDE A TOTAL of 11 GU.YD5 OF RATEABLE SOIL... MIN. LEAGHIN6 AREA REOV' = 400 SOFT.OF 51DEWALL LEAGHIN6 AREA JEFFREY T. BUTLER, P.E. STAKE / 1 1 / a / / 510E WALL LEACHING AREA PROVIDED = 400 5.F / // i 6 � N� 11 MAINTAIN 5%GRADE OVR 20'BEYOND SAN.LEACHING •• PROVIDE 46 GU.YDS OF RATEABLE 501E(5W OR SP PER ASTM 611BANDONMENT BY REMOVAL: I \1 °� i // �/ � COMPONENTS,THEN TAPER ON TO PROP/EXIST GRADE STANDARDS) FOR THE PURPOSE OF REPLAGING UNSUITABLE � Oj FUND • SEE DETAILS ON DWG No.2 UPON 50%EXPANSION INSTALL AN ADDITIONAL: -� EXISTING SYSTEM To BE ABANDONED BY REMOVING ALL RESIDUAL I c�}' p� / / 34 PIPE 5011-5 WITHIN THE PROP05ED SANITARY LEACHING POOL 3 WIDE SEWAGE WASTES BY A LICENSEP WASTE HAULER,REMOVING THE I o' �� ° / / // COLLARS. (U 8'� x 8 EFF.DEPTH LEAGHIN6 POOL =O ENTIRE 5TRUGTURE(5),BACKFILLING WITH SUITABLE SAND AND I I, / \ y4 //' / /' // /' \�q2\ DISTRIBUTION NTS AND PIPING: •• PROVIDE 31 CU.YDS OF RATEABLE SOIL(5W OR 5P PER A5TM SIDEHALLIN AREA REDO AREA = 00 50FT.OF BE UPON ALLLEXPLEAGHIN 600 A � GRAVEL MATERIAL,AND PROPERLY COMPACTING. ( o' / / 32 5TANDARD5) FOR THE PURPOSE OF REPLACING UNSUITABLE Q �- \\ \ / ` `�' / / / / // / 1 -4'm PRE-CAST DISIRIBUTIDN POOL,SEE DTL ON DWG Not SOILS WITHIN THE PROPOSED STORM DRAINAGE LEACHING POOL N / / • USE ENDGAP LEVELING DEVIGE5(TYPIGAL) 2'WIDE GOLLAR5. SEE DRAWIN&No.l FOR SANITARY STRUCTURE/COMPONENT DETAILS LL 4-' ° ' / / V� • MAINTAIN SEPARATION DISTANCES,THI5 DWG SITE PLAN � � _ 2 � . 511E 15 FILL NEUTRAL. PROPOSED FILL/GRADING OVER THE � o � I `_ // / / A�2 PIPING: SANITARY 5Y5TEM WILL UTILIZE EXCAVATED MATERIAL 015PLAGED O Z LQ / / • 4"SDR 35 TRANSPORT PIPE(TYPICAL,U.O.N) DUE TO INSTALLATION OF SANITARY AND STORM WATER ' °r'� , � -- // // � COMPONENTS. NOTE. Q EXISTING CONDITION / DEMO 40 0 ° 38 36/ l ! FOR SANITARY PROFILE,SEE DWG No.2 •THESE PLANS ARE DESIGNED TO COMPLY WITH... �j �/ 1 H m Lu \EX.U.P. EL.4q.0 O.0 •Ut10FFICIAL COMPILATION OF CODES RULES AND REGULATION OF THE STATE OF NEW F-r Lu } 34 / 43T 32 YORK TITLE 10 DEPARTMENT OF HEATH.CHAPTER 11.PART 15.5TANDARO5 FOR v z 0 // II I STH O ° p SBTY SARN ND INE, 20' INDIVIDUAL ON51TE WATER SUPPLY AND INDIVIDUAL ON51TE WASTEWATER TREATMENT l z Z O �/ 42 r / I �o I-. i a ° w TEM5.APPENDIX 15-A l^--ILu Q F i �° ° ° p Q GRAVEL(5M) BLW 6RD GD.H.S. 'STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE 40 2U O 40 80 120 \ � �/ I O / �,�� 0 //� ° �� o EL.41.0 Q I GRAPHIC SCALE 1 = 40-O' // 1 ��So �q0 \i e z o D15PO5AL SYSTEMS FOR 51NGLE-FAMILY RE5IDENGE5-DATED 12-2q-2011BRN/LT BRN,BRN . �C� /%" a L SILTY SAND,5AND, W Q Q WO/F / rt' R ' ` I Fti0 ` e. r ` ° ° 51LTY SAND, I--I IXT_ zO o w JOLYON F.STERN // / //�rn ° x //� / \ °< � o J m p� Q FINE/MED TO 4.0 /� w d Q EL.45.0' FINE/FINE (5M,5W) BLW (�/ IBJ # SGTM NO.1000-40-I.0-13.0 _ _,-.- � z 5EPARATION 0I5TANc'E 63035 NORTH RD 42 / o n - XYZ\3 ��QP °a ° ° J <- t7; REQUIREMENTS FOR DEVELOPED i y,. + Q z _ N � •� � � a° I BRN 51L1Y SAND, 5ANITARY LEAGHIN6 PUBLIC WATER 40 - / w Z FINE GRAVE! 8.0' 5TRUGTURE5 (RE51 DENTI A �V. �F�<�P �1' ° EL.41.0 (SM) BLW 6 Ili O _ 38 36 .. �� fi a MINIMUM HORIZONTAL SEPARATION DI5TANGE5: 3E'' �g- Q 6 BRN/LT BRN 51L1Y SCDHS REF. No. � mvO �- (° y � z O A. BUILDING W/CELLAR= 10'-0" - �'�° \°m \�" x , 5AND/5AND,FINE, 10.01 LEGEND: REWORKED CONTOUR b.. .• O N O B. BUILDING ON 5LA13 = 10'-0" z GRAVEL(5M,5W1 G. PORCHES,PECKS,HOUSE OVERHANGS, STORM DRAINAGE 4-- e �b - °Ny \a O I �- �i EL.39.0' BLW GRD EXISTING CONTOUR 6� O LL CANTILEVERS,ETC = 5'-0" X�d " � Ca LT BRN 5AND, PROPERLY LINE n/ D. WATER LINES = 10'-0" CALCULATION : gTOp X00 *�z�:=� � �� MED/FINE 1T�AGEDT 6 FF-awl~ " \ � ° ° p ° g 12.0 PROP SANITARY PIPE ss ss LL O E. 5URFACE WATER(WETLAN05) = 100'-0 \ No . OF GRAVEL(5W) •• VOLUME = AREA x RAINFALL x GOEFFIGIENT SCE` '' ° `>��0 � DEVELOPED PROPERTIES EL.31.0 BLW GRD EXISTING SPOT ELEVATION x6.0 � Z F. PUBLIC WELL = 200'-0" RAINFALL = 2.0" = 0.161' ��° �� o GREATER THAN 150 L.F. EX.L.P.TANK SUPPLY LINE -u� W - - 6. PRIVATE WELL = 100'/150' tF j FROM 5UBJEGT PROPERTYS LT BRN 5AND, EXISTING SPOT ELEVATION 6.0 (� COEFFICIENT OF: � ,� H. RET.WALL(WTRPROFF) = 10'-0" •CONGRETE DRIVE/PRK6 = 1.0 A��p ° ° PROP05EO SANITARY SYSTEM MED TO FINE 14.0' EX.U/6 WATER SERVICE w w O J. U/6 FUEL TANKS = 10'-0" •ROOF AREA = 1.0 X5� ° ° EL.35.0' (54 BLW 6 FINISHED FLOOR ELEVATION F.FL.EL. = 0 (� K. U/6 UTILITIES= 5'-0" AREA OF: °° a EXISTING OVERHEAD UTILITY LINE: - - - - EX15TIWo UTILITY POLE v L. ROAD STORM DRAINS OR •ADDITIONAL ROOFED OVER AREA = 12LIq S.F. ° LT BRN 5AND RECHARGE BA51% = 20'-C'" •CONCRETE DRIVE/PRKG AREA = ±2386 SQ.FT. Noy°N O •ti�G^ �� MED TO FINE, PROP.U/6 ELFGTRIGALKOMMUNICATION �T� M. ON-SITE STORM DRAINS OR. G � TRACE OF SERVICE LINES: -us � -�- RECHARGE BA51N5 = 10'-0 t2gQ SOFT.x 0.161 x 1.0 = 4q.513 GU.FT.(ROOF RUNOFF) \�g GRAVEL(54 20.0' N. CATCH BA51145,NON-LEA(HIN6 = 10'-0" 1286 SOFT.x 0.161 x 1.0 = 39g CU.FT.(P/O DRIVE/PARKING RUNOFF) \� G� EL.2q.0' BLW&RD PROP05W SANITARY SYSTEM- PROPOSED SANITARY SYSTEM: GE : O. SAN.LEACHING POOLS=6-0" STORAGE VOLUME REQUIRED = 448.83 GU.FT. P. PROPERTY LINES = 5'-0" >y �P END AT BORING r - - Q COVER TO GRADE Q. TOP OF EMBANKMENT OR 51EEP SLOPE USE HIGHEST COVER TO GRADE NO GROUNDWATER ENCOUNTERED COVER BW GRADE J COVER BLW 6RAUE • (IS%SLOPE OR GREATER) :: 25'-0" 2 -&Vx 8.0'H.(6.0' LIQ.DEPTH) 51TE PLAN BASED ON ORIGINAL SURVEY BY: HIGHEST EXPECTED GROUNDWATER® EL.3384' NATHAN TAFT CORWIN,LAND SURVEYOR FUJI GLEAN USA LEACHING EXPANSION R. BLUFF =65'-0" INTERCONNECT POOLS A5 SHOWN ENHANCED TREATMENT UNIT(ETU) POOL POOL 5. 5EPTIC TANK,PUMP 5TA, 5TCRAGE VOLUME PROVIDED = 506.88 GU.FT. 1586 MAIN ROAD TEST HOLE DATA GREASE TRAROR MANHOLE = 8b" JAME5PORT,NY IIg41 T. SWIMMING POOL = 20'-0" 5TORAGE VOL. REQUIRED: ±44q CU.FT. SURVEYED: MAY 11,2004 BY: J.R.HOLZMACHER,RE,LLC 1\P �/ 1 EXP U. PECK/RAMP = 5'-0" STORAGE VOL. PROVIDED: t5ob CU.FT. LAST UPDATED: OCT.20,2016 ON 06-11-2011 50DH5 APPROVAL AREA- , of 5 SCDHS SET I FIN15HE:D GRADE LEAGHING POOL INSTALLATION AND GON5TRUGTION CRITERIA: " Z 2"X4 WOOD FRAME CONGRETE I.FOR AREAS ON SAND ANE GRAVEL,THE DESIGN OF THE LEAGHING POOL AKE WOVEN WIRE FENCE (MIN. SYMBOL: COVER SHALL BE BASED UPNONA MAXIMUM LEACHING RATE OF 1.5 GALLONS OF T 2 N n SEWAGE PER DAY PER SF.OF 51DEWALL AREA. 14 I/2 GAUGE W/ MAX. 6" MESH SPACING) 2.LEACHING POOLS ARE TC'BE GON5TRUCTEO OF PRECAST REINFORCED FABRIC---- CONCRETE - 20° /j�\ CONGRETE(OR EQUAL)L.-AGHING 5TRZTURE5,SOLID DOME5 GOR 5LAB5. D i -� -� 36" MIN. LENGTH FENCE POSTS GHIMNEY MIN \ � 3.LEAGHING POOL5 SHALL 3E A MINIMUM OF V IN OUTSIDE DIAMETER X� �� �� 10' MAX. G. TO G• 4.AGGE55 OPENINC75 WITH h MIN. DIA.OF 2011 5HALL BE PROVIDED FOR EACH DRIVEN MIN. I6" INTO GROUND. // -- POOL. -G 5.ALL COVERS,WHEN NOT I:EQUIRED TO BE BROUGHT TO GRADE,SHALL BE OF _ z PRECAST REINFORGEO CONGRETE(OR EQUAL).GOVER5 OVER 3'm ARE NOT ? i I =III I=I I I�I I I °o \\ MIN 4 DIA. ® g � PERMITTED DROP INLET =IIII-IIII-III °o APPROVED ® _ o WITH GATE -III - I PIPE PITCH 1 FRAME IIII- -III = I' V Y8 PER 1'-0` ® j „ HEIGHT OF FILTER BURIED FABRIC ._. - = I6 MIN. 3'MIN. 5 MIN. COLLAR w COLLAR I '; ! \ V I u WOVEN WIRE FENCE (MIN. 14Y2 MIN. FENCE POST \ �~ 3 PERSPECTIVE VIEW o CON5TRUCTION SPECIFICATIONS 8" THICK R�INFORGED CONCRETE �-� GATHER EXCESS '� GAUGE W/MAX. 6" MESH 7BE TRAFFIC, BLARING SLAB �. ATGORNER5 3 5PAGIN6) W/FILTER CLOTH-/ I. WOVEN WIRE FENCE TO BE FASTENEDSECURELY TO FENCE POSTS WITH WIRE TIES �'//> I EXISTING GDNG. PAVED DRIVE / OR STAPLES.P05T5 SHALL BE STEEL EITHER\ \ "T"OR"U"TYPE OR HARDWOOD.PARKING FREA (NP) 2. FILTER GLOTH TO BE TO BE FASTENED F�W UNDI5TURBED ski o(14 � i x 24" DIAMETER SECURELY TO WOVEN WIRE FENCE WITH TIES GROUND o Z \ 6 v --= GON5TRUCTION 5PE6IFI6ATION5 FFEENCE SA(EDHALL BE RY 24' WOVEN TOP RE,12/2 GAUGE,SECTION.AND MID COMPACTED 501L _ CAST IRON INLET _�_ 3'MIN TO 1 -.� _ >.Y-, ;_;, _ _ ;_,? ,>� GRATE k FRAME �.; t_1 I.FILTER FABRIC,SHALL HAVE AN E05 OF 40-85.BURLAP MAY BE U5ED FOR SHORT TERM APPLICATIONS. b MAXIMUM MESH OPENING. N N - - - - g -!t'` �- - - 2.CUT FABRIC,FROM A GONTINUOU5 ROLL TO ELIMINATE JOINTS.IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 3. l^IIEN TWO SECTIONS OF FILTER CLOTH ADJOIN EMBED FILTER CLOTH 3 RECORDED cn z -� 3.5TAKE MATERIALS WILL BE STANDARD 2 x 4 WOOD OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. EACH OTHER THEY SHALL BE OVER-LAPPED A MIN. OF 6 IN 6ROUND. GROUND WATER o Q 4.5PACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM I8 IN( DEEP.SPANS GREATER THAN 3 FEET MAY BE BRIDGED BY SIX INGHE5 AND FOLDED. FILTER GLOTH PREGA5T GONGRETE \ WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. SHALL BE EITHER FILTER X,MIRAFI IOOX, SECTION VIEW �GOLLAR DEPTH CHIMNEY / 5.FABRIC,5HALL BE EMBEDDED I FOOT MINIMUM BELOW GROUND AND BACKFILLED.IT SHALL BE 5ECIIRELY FASTENED To THE STAKES AND FRAME. 5TABILINKA TI40N,OR APPROVED EQUAL. (BACKFILL TO BE GLEAN SAND z z c4 •, a b.A 2'x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE GRE5T OF THE FABRIG FOR OVER FLOW STABILITY. 4. PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENGE,OR APPROVED EQUIVALENT. AND GRAVEL) 5. MAINTENANGE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN ® ® ® ® ® O MAXIMUM DRAINAGE AREA I ACRE "13UL6E5"DEVELOP IN THE SILT FENCE. U.S. DEPARTMENT OF AGRICULTURE FILTER FABRIC ELEVATION = - ® ® � ® 6 DIAMETER x 4' DEEP - NATURAL RE5OURGE5 GON5ERVATION 5ERVIGE U.S. DEPARTMENT OF AGRICULTURE TYPICAL ® � PRECAST CONCRETE Ci NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL GON5ERVATION DROP INLET NATURAL RE50URGE5 GON5ERVATION 5ERVIGE SILT a a ov° ® ® ® ® �LEAGHING RING. ��, BEARIN6FDRAINAGE PIPE. NEW YORK STATE 501L k WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL GON5ERVATION FENCE SANITARY LEACHING POOL (LP) o ® ® ® ® ® NEW YORK 5TATE 50IL 6 WATER GON5ERVATION COMMITTEE (STORM DRAIN INTERGONNEGTION) I NOT TO 50AL.E yob o °p b Pa o oa ® ® ® NOTE: °o I. ALL DRAINAGE 5TRUGTURE5 SHALL BE PLACED • NOTES: PROVIDE GOVER5: ® ® ° I - ° IN ACCEPTABLE LEAGHING SOILS A5 APPROVED m I. PIPE JOINTS TO BE SEALED W/ �t ooa °so r l ASPHALTIC MATERIAL OR EQUAL. WHEN REQUIRED TO BE SET AT FINISHED 6RADE ® � °°° ° I BY THE TOWN ENGINEER IN THE EVENT POOR v m USE: I : ��p LEAGHING MATERIAL 15 ENCOUNTERED, 2.USE ENDGAP TYPE`.LEVELING HEAVY DUN KA�TIGHT,IN5EGT-PROOF + b°0 0 0 DEVIGE5(TYPIGAU goo EXCAVATION IS TO BE CONTINUED TO SUITABLE COVER(APJU5TCAMPBELL 82E AND 1 OR APPROVED FRAME UAD I FINISHED GRADE � GLEAN SAND k o o°° MATERIAL AND BACK FILLED AS DETAILED. ' GRAVEL FILL. _ � m GROUND WATER � � _ _ °gid o>a°�°fig°� r � GLEAN SAND � BAFFLE REQUIRED IF - - - INLET PITCH EXGEEIY5 _. - - GRAVEL FILL. �/ O Y2'PER Fool 2'-0" Min. S'-O" Diameter 2'-0" Min. w 4"0 5OR 35 PIPE, a w m X a MIN.SLOPE=Ye"/LIN FT l ALL OUTLET PIPES SET®SAME INVERT ELEVATION E•"4 X Z Typical.Section @ Storm Drainage Leaching Pool " v g 2 UIC PVC,VENT, EXISTING O 5 BEDROOM DWLG 0 (5) SGale: NTS TIE T ST HOUSE FIN FL.EL.56V 111 11) INLET(5) N VENT STACK O � 4"41SDR 35 PIPE, �- MIN.SLOPE=Y"/LIN FT °. „fl a MAINTAIN 6RAOE: O ALL INLETS PIPES SET® , ' . MAINTAIN GRADE OVER ETU FROM THE EDGE OF = O SAME INVERT ELEVATION BACKFILL SAND OR THE COMPONENT FOR 5 LINEAR FEET. FTS CV THEN DROP GRADE AT A RATE OF 3 TO I UNTIL F'`-� m PEA.GRAVEL(12"MIW TAPER MEETS NATURAL GRADE. PROPOSED GRADE 0 FACE OF PROVIDE GOVER5: DWELLING = EL. 154.0' (IS"MIN GRD GVR OVR OUTLET PIPE) TVP. PRE-CAST DISTRIBUTI •ALL THERMOPLASTIC,COVERS MUST BE SET AT FINISHED GRADE �T SEE DETAIL(THIS DWG) hr-! NOT TO SCALE AND MUST BE LOCKING,WATERTIGHT,INSECT-PROOF,FLAT,SKID fT ' � PROOF AND BE APPROVED FOR 5EWA6E USE PROP.G.O. F+1 LU •IF A R15ER GOVER WEI6H5 LE55 THAN 60 LB5 A 5EGONDARY SAFETY LID OF DEVICE SHALL BE PROVIDED. , , / PROVIDE GONERS: \/. \\ NGINEER: EXIST.6RADE OVER ETU o EL. 152.0' \� '` \\j\\/ \\i\\j\\j\\j\\j\\j \\j\\j\\j WHEN REQUIRED TO BE SET AT FINISHED GRADE USE: \\//\\�\// �'\//\//\//\ t�(')� (DISTRIBUTION POOL)GAST IRON GOVER5- LOCKING,WATERTIGHT, 24' 18" IS' // -j� \j/\�j/\\j/\\j/�\j NOTE TO INSTALLER: MANHOLE MANHOLE MANHOLE \\ \\/\\ /\\ \\/\\. I%EGT-PROOF,FLAT,SKID PROOF AND BE APPROVED FOR SEWAGE USE ,/ , / / ./ \i / /�i j/ ////// / /\//\/ /,//\/\;' (DEFINIDE 46 ED A 5POR 5W BY A5TM 5TANDARD5) ALL LF RATEABLE SOIL WHEN NEAGHIN6 POOLS)T REQUIRED PREGAST REINF GONGRETE COVER OR EQUAL EXIST.GRADE '%//\///\\///\\//j j\�j�\//j\j\ij\//��%\%i%j//i \\ \\ i, / // // `� ( ( ) \\ \\ \\- \ \\ \ \ \\ \\,\ \\\ T.O.UNIT \/ \// \� \\% /\ r `off OVER DB 0 EL. �O5' /i�//\r/\/\%/\i\//\;;//�//\/,//\//•//: ®EL.50.0' NLi ._ \\ \\ \ \\ \ \` \\ \\ \ \ \ \ \ \ \ /'`�' \ \/\/\/\/\ LE.®DWLG. P� s i{{ to T.O.5LAB: EL.4x.83' / / / / / / / / /\/\/ \ \v ,\ \ \ \ \ \ \ \ \ \ E.. A MAXIMUM SC ALL BE MAINTAINED FOR A MINIMUM OF 20' y j\�% \j;\�\\�\\' ----- /\\\/\\//\\\ / /�\\//\\\/�\\/����\\//\\\/� �/ ✓/ j\\ ,/ / /" i\i\ \i\i\i\i\i\ \/ Z �</>/ B.O.SLAB: EL.49.5 \ / / //////////////jj////// / j/\\ �,. /i \\\,\MAINTAIN 5%GRADE: 4 SDR 35 PIPE, /\\� = EL.51.04' HORIZONTALLY FROM THE NEAREST EDGE OF THE LEAGHING \' \\ \\ \\ \\. \,. I. \\\\\\\\\\\\\\\\\\\\\\\\\\\\.�\ \ \i - , , /',j DWELLING TO ETU,26.0 LIN.FT. Q '�, O 3 EL.49.0' 0O LPOOLS BEFORE EACHATE THROUGH HIE TOENG FOR EDF TO C OF THE SLOPE NT 5EEPA6E OF THE / //\\//\\//\�j/\\//\\//\ \\//\\//\\/j \/�.. o DISTRIBUTION POOL \�\j\\ \\j\\�\\��\��/� \ \ ` \�/\:MINIMAIM SLOPE=Ya /LIN FT / / / / / / / /\/\/ / / \ c� / / / . \ \ 26.0 LG xY,- 65 - 0.54 MIN SLOPE (EQUATES TO MAXIMUM DROP OF 12" OVER 20'HORIZONTAL) /\Y/\\%/\\%/\\j\\%/\j\\j\�j\�j\�%,\ �%\��!�o�// DP i//j//j///\///\\//j\/ BRN TOPSOIL/ \\/\\/\\/�/\\/\\/\\/\./\\/\\/,// �j //\//\//\ / //\ y\y SILTY SAND,FINE, '/ // /\//\/i//�%i / /�-'�%�/�/\\/\\/\\/\\/\\/\\/\\ \/ I \/\/;\ O.E.® ETU LLE.@ ETU j T.O.GONG GVR \/�/\\/\ /. / ; ./ \/\/\/\/\/\/\/\/\/\/\.,\/, _ 1 \i;:i s= EL.48 8 - \ i GRAVEL(5M) 2.0' EX.GRADE SHOWN EXIST.GRADE OVER LEAGHING SYS VARIES < /v \�\�\\'\\/\\\>/\\\//\\//\\\//\\\//\\\//\\\/\\\/\\\/\\\//\\//\// // i 4 SDR 35 PIPE /,EL.49.0,�// JEFFREY T. BUTLER, P.E. BLW GRD EL. ±41.0' EL. 141.0'(SHOWN),*50.0' k X3.0'(EXP) ®EL.46.0 r ,j%/ /j'//////////////////////////////////////// // \ FROM ETU TO DP, EL.41.0 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ i '/ � // " 415 . , \ \ \ \ '\\//\\//\\//\\//\\//\\//\\//\\//\\�\\//\\//\\//\\,\\,�\ \\,-\\ \\\/\\\/ 8.08 LIN. FT. \�\\�� FUJI BRN/LT BRN BRN " i'// '//'// //i,//;,//' ,'//'//// /j// // //'//'//'/"./-L_' i%'/i'/%'//'/%'/%,//'//<�'''/''//..//,/i,// / \/\/\ \/\/\/\/\/\/\/ /. / ,j////////�j ////// //\/// B.O.POOL I.E. DP MIN.SLOPE =Y"/LIN FT // �/ x ENHANCED \� \\\ \\\\\ \\\\\\\\\\\\\\\\\\\\\\\\\�\ \\\\\\\\\\\�\\\ \ .T.O,SLAB: EL.45.61\j\\j\\j\\j\\i\\j\�j\\j\ \ \\\\ \\ \\ \\ \\ \\ \\ \\ \ \ EL.415 8 \\ \ SILTY SAND,SAND, / / / / / / / / / / / / / / / / i - / / / / / /,/ ✓� // // // // \ ® EL.41.0 " _ : _ \/' ,\/\/\/\ Q /\//\//\//\�/\//.\//\// /\//\//\//\//\//\//\//\//\//\ / `v / // // // // / // // /i /i /i /i /i. /i.�\\ \\ \\\\ \ \, \/�ij\// // // // // // // // // // F c 8.08 L6 x Ye 1.01 / /i i TREATMENT ///\// /i SILTY SAND, \,\\ \\ \\, . \� \\\ \\ \\ \\ \\ \ \\ \\ \\ \ \,d ict�\\.\\\\ \\,\\ \\ \ ,�%\/�/i\- \ \ \ \ \ \\ \\ \\-\�\\ \\ \\ \\ \\ \\ \\ \ ` \ \\ \ \ \ \\ 0 = <�' SLAB EL.45.11'/ i \ \� //�/%�/%�/%�/%�//\�/ / /%/�%�%\/\�/% /%/%/%//\ \ /' D.INV.EL. 0.08 MIN SLOPE //\ UNIT(ETU) /\ \ F FINE/MED O 4.0' \/\\//\\ \\ \�^/\\ y/\ \\ \\ \\ .. 17 - - - r \\ \!�� / //\y /\\//\\//\\//\\/\\//\/\\//\\//\\//\\//\\//\\//\\//�\//\\/\\ ® 41.33 0 0 MODEL LENS / I- EL.45.0 INE/FI (S ,51^V BLW GRD EL.45.0- \\,/\�\\/,./ \., \/\ \/\/ \ice\ice\ \�\�\i�\/\\/\\/\\'\\/\\ \ \/\ \/\�\�\�\�\�\�\ \/ _ \\\, o p - - - , o I E.4404' I I FROM DP TO LP \/ // / // /i�///i,�//�/ X w ,-/ I I I I ( I I I I I I I I I r�I6.0 LIN.FT. '/\\//\\//\\//\\//i\//\�/�\//\\//\\'\\//%\//i\//\\ B.O.ETU = EL.43.9 NATIVE E^"i -� "�1 \ I I I I (WORSE CASE), \\\ \\ \\ \\�\ \\<,\\/\\ \\/�\\\\. NATIVE UNDISTURBED H 3 _ ; //, I NON-RATEABLE I , I I , I , 1 , I , I Iv, // // // // UNDISTURBED 501E �5 BRN 51LTY 5AND, J \ NON-RATE LE �\MIN.SLOPE =Y8 /L.F.LF \\/\\/� \/\/\/\/\/\�` z FINE GRAVEL ;/�I I `SOIL SHALL I Y I6.0'LG xYa" -20' -. ///�//j�/j�//\\\/j�/%�/\//\\ SOIL �-1 Q (SM) ``' //i BE REPLACED W/I '�0.11 MIN SLOPE w O \ BE REPLACED W/ 501E SHALL I \ \ \ \ \ \\ �\ v v v v v v v \/\/\/\�\. / O /r RATEABLE SOIL I v\ \ \ \ \,\ \ \/� /� /`/ LU } PER SCDHS RATEABLE 501E // // / / // ' l� I O \ \ \ \/\ \ ' �. � Z \:�I LP PER 5GDH5 PROPOSED SANITARY RISER DIAGRAM U Q z o V REQ MNTS \ \; \ \ \ \ \ EL.41.0' BLW GRD rn ;j�I I LEAGHING POOL o REQMNrS \ \\!\� \�\ /\\�\ \ �T� LU m J _ i\/� PROPOSED 3N (I OF 2) I / O ~ I Q Q GLEAN SAND I PROP05ED 3'w \ \ \\ \\ \\\' INNOVATIVE/ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYSTEM Q ( O Y\'.\ \ \ ✓ , / „ // // // // / </ I I 111 O BRN/LT BRN SILTY v COLLAR � r \ \ \ \ \ LL/ `fl ti GLEAN SAND /'/ '/�/ ./ / / / SCALE: NONE O u� SAND/SAND,FINE, \\i \�i COIR \/ i\y I (5P OR 5W1, I o GRAVEL(sM,sill 10.0, r.�i /i< I I I (5P OR 5I^1) I ;,\/,�//\//\//;//\/� tY Z O - z0 LA A. EL.39.0' BLW GRD EL.3q.0' /// /j ; III I I I I I \j\ \\ # N /�\�\/\ TEST HOLE BORING REQUIREMENTS: �i ~ O VY �\ NATIVE 3 LT BRN SAND, 'UNDI5TURBED., \\j\, ;{PER SCDHS,STANDARDS FOR APPROVAL OF PLANS AND GON5TRUGTION FOR w Z D N N MED/FINE TRACE ✓ SOIL i>fj\GLEAN SAND/\\.' ° \\/GLEAN SAND!\\j�/ ;'\\ ' 6EWA6E DISPOSAL 5Y5TEM5 FOR OTHER THAN SINGLE-FAMILY RE5IDENGE5) (�{ OF GRAVEL(Sl^U 12.0' /\\'\ \\'\ /x\//IIGOLLAR(TYP); , FUJI GLEAN USA GEM 82 (2) 2x8 x(LENGTH TO SUIT)AW TREATMENT CHAMBER Volume( U Alarm Circuit Breaker HORIZONTAL GRO55 MEMBERS(TYP) 5Y5TEM MODEL 3.0' 2.1' 2.1' IQ sedimentation Chamber 3q1 Float Switch, Pressure Switch, Test/Normal/ 2 Anneroble Filtration Chamber 3qb Test/Normal/Silence Switch Silence Switch MAG BLOWER MODEL FUJI MAG 0 USE (4)YZ"m 6ALV LAG BOLT IOORI I 2-I/2" B Q3 Aerobic contact Filtration chamber 151 W/6ALV.WASHER® HEAD • VENTILATION SG,UM BAFFLE �'I Circuit Breaker �' E • I/A OWTS PIPE ® Stora a Ghanber' q0 (Extra component if _ (TYP© EA.POST) GNTL PNL AIR FLOW VOLUME 100 U3.5 mr QS Disinfection Chamber b necessary,such as ( Alarm Beacon d ALARM RECIRCULATION Total Volume 1069 t' :' ; ;, NEMA 4X GFI • discharge p) _ ;, REGEPT • NORMAL PRESSURE IS kPa/2b psi O AIR LIFT PUMP ge Pum ti • RATED VOLTAGE 120V \ 05INFEGTION I SPECIFICATIONS THE CONTROL PANEL FREQUENCY 60 Hz 5" PIPE B aerdoblc Media PP Media PVG/PP/PE F(III Rate ISK FYI z ~ BOX ME BE PLACED CYLINDER(OPTIONAL) a ""n . r, 5'INLET PIPE � _ _ ,� r•-•.r 'tch 4x4x8'LG AGO TIMBER OUTSIDE ON A � Q Pressure Swl \ \ / OUTLET ; F P05T,MINIMUM DOVER 3b" SUITABLE PEDESTAL Z Q 4 Aerobic Media PP/PE FIIII Rate 55SG ^+ !r ! BELOW GRADE INGASED IN WITHIN VIEW OF THE OUTLET PIPE 51ZE 13 mm ID(18mm OD) r- / \ jA Blower 2B cfm ' POW ED CONCRETE IN 12" SYSTEM THAT IT m ;. ; DIAMETER 50NOTUBE. 1 I '�/f,4' ID(4%64"OD) `r T� FRP s a SERVES.CONTROL L ( �- ,� �` +.4 d ' F..�.4._ ,,,,� (TYPICAL) CENTER SHALL BE v Piping PVG/PP/PE } ., s.j ir, MOUNTED 3.5'ABV WEIGHT 5.0 k $..: ,,r .a t ) +.^°.� c 9 EFFLUENT Access Covers Plastic/Gast Iron p ,,,; ,� :T ! �' FINISHED GRADE(MIN) g II LBS. / INLET BAFFLE AIR LIFT PI1t1P Disinfectant(Optional) Chlorine Tablets OR ABOVE 15 H WHICHEVER IS HIGHER. Q POWER CONSUMPTION L6I O Q , f., kw,roAY FUJI CLEAN USA ;, AMPERES I.IA �' " t r t ,. ' �< .; Terminal Blocks GRADE ENHANCED TREATMENT UNIT (ETU) ; ��,] . ►i ,1 { i r "' `°' FLOW BAFFLE I/2'AIR INTAKE ' ` fJ POWER GABLE 3 x 18 AWG x I.8 m(5.937 REGIRGULWTIDPENIN6(TYP) (GLEANING OPENING) B MODEL CENT r I` ° ,' > , Ar "1�p �\ MANUFACTURER MADE IN JAPAN BY e s '` (' l i _,i I/ {� Blower Hardwire �/ SCALE:NONE " i t. ,j q I Line FUJI GLEAN 115E FOR MODIFICATION5 TO SANITARY 5Y5TEM5 � U - 20"m HDPE SECURE HEAVY PLAN VIEW 20'm HDPE SECURE DOVER BY POLYLOK TYP. HEAVY GOVR BY Wiring Diagram ' s - T" _ POLYLOK, Horn 'H' FR�1iti'IE DTL- "`" • ? ',, FOR CON]ROL PANEL AND GFI RECEPTACLE el 20"m SAFETY SCREEN 24" Float Alarm Line > E r a. BY POLYLOK,TYP. MANHOLE 20"m SAFETY SCREEN c: STRUCTURE FOR I/A OWT5 CONTROL PANEL MOUNTING BY POLYLOK,TYP. / Grounding 5GALE: N014E < Watertight j Block 20'0 R15ER BY 18" I8, DISINFECTIONg .: Fittings t m POLYLOK,TYP. MANHOLE MANHOLE CYLINDER 24" 20'm RISER BY �•.m- .,_. (OPTIONAL) MAN E POLYLOK,TYP. STOPPER OR SUITABLE COVER END PLUG TO GRADE Q 4ry FLOW OPENING Neutral Block Power In Incoming Air Pressure Tubing NOTE: ADDITIONAL GLEAN OUT SHALL SEWER PIPE BE PROVIDED IN INTERIOR OF BLDG, BOARD TYPE • NO HOUSE TRAP SHALL BE PROVIDED CONTACT MEDIA 30 ELBOW PER IRG 2015,P3201.4 FIN.GRADE TrPIOAL / RECIRCULATIONi /� EXTERIOR NOTES: \ ® \ ASSEMBLY \%i; %�i, y\\� ;' I.FOR GLEANOUT(5) LOCATED IN \\ice i i� OLEANOUT TRAFFIC AREAS,PROVIDE WITH \ - '\\' COMPACTED SELECT FILL TO O i�`:%% iii>i ttTS. TRAFFIC BEARING FRAME AND GOVER. \\ GROUND SURFACE SLOPE 2.FOR USE WITH BUILDING 02 d \ / i \\%\ GRADE TO SHED WATER FROM EXTEN5IONS/60NNECTION5. TANK LIDS. • WYE ° m © AEROBIC MEDIA I ' O / \ �I/2" MIN.COMPACTED CRUSHED � t� AERATION ASSEMBLY STONE BRING STONE TO MID FUJI CLEAN GENERAL NOTES: = SEAM OF TANK GOMPAGTING (v IN b-INCH LIFTS. 1. THE E1LI SHALL BE INSTALLED PER FUJI GLEAN INSTALLATION REQUIREMENTS AND ANY 1' ADDITIONAL REQUIREMENTS PER 50DH5 AND THE DESIGN ENGINEER CONTAINED HEREIN. V = 2. THE DE`)IGN ENGINEER SHALL 065ERVE THE OWT5 PRIOR TO BACKFILL AND DURING D� m SECTION A-A VIEW SECTION B-B VIEW b'DEEP MINIMUM STONE BEDDING SYSTB,1 START-UP. j O `Q FUJI ETU \_U5E:,Y4" -Y"DIA.STONE,LEVEL TO WITHIN 3. THE ON J T S SHALL BE TESTED FOR WATER TIGHTNE55 USING A METHOD APPROVED BY THE �•� d- �- I/8" (FORE,AFT AND 51DE TO SIDE) MANUFACTURER PRIOR TO ARRIVAL AT THE SITE. INSTALLATION DETAIL 4. A FUJI %;LEAN REPRESENTATIVE SHALL BE PRESENT DURING START-UP. W < FUJI CLEAN BLOWERS--MAC-SERIES "R" PERFORMANCE CURVES 6O HZ 5. THE H5 FALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER �..� X Z I4- ) SCALE: NONE 6. 563 ARTICLE VII (SEPTIC INDUSTRY BUSINESSES) AND ENDORSEMENT J(INNOVATIVE AND O ALTEF?,ATIVE TREATMENT SYSTEM INSTALLER) THROUGH THE SUFFOLK COUNTY 280 DEPA4:TMENT OF LABOR. LIGEN5ING AND CONSUMER AFFAIRS,PURSUANT TO SUFFOLK O L/Min INDOORS OUTDOOR-`- OWTS CONTROL PANEL COUNTY CODE,563-1q(11)(J). !(� q.S GFM (IN NEMA 4X ENGLOSURF) GROUND 1. THE a,,ITS INSTALLER SHALL REGISTER THE OWTS WITH THE SCOHS USING DOCUMENTS Q 2 X12,#120 IN I LUG MAG200R Bl11LDING PROVIDED BY THE DESIGN ENGINEER. D_ 240 SCHEDULE 80 N 4 2 3 � 5 6 G POWER PANEL 8. THE OWNER SHALL EXECUTE AND MAINTAIN AN OPERATION AND MAINTENANGE AGREEMENT L/Mln PVG CONDUIT ON FIELD WITH AN AUTHORIZED MAINTENANCE PROVIDER. THE AGREEMENT SHALL HAVE A MINIMUM 8.4 GFM PROVIDE O I #12 I #I2, 2 #IS CONNECTION REINFORCED GONG.SLAB, 3-YEAR SERVICE INTERVAL. 200 MA6I50R 1-20A,I-POLE #126 b"xb"x10"WWM q. NO KITCHEN SINK GARBAGE DISPOSER SHALL DISCHARGE TO THE OWTS. w _ CIRCUIT (USE CHAIRS) 10. NO WATER SOFTENER SHALL DISCHARGE TO THE OWTS. W L�ln BREAKER5IN '� LU 1.0 CFM BUILDING I##I2' I #12' II. INSTAI!_-ATION AND USE OF THE I/A OWT5 MUST CONFORM TO THE DEPARTMENTS r� 126 #12G MA6120R POWER PANEL APPRO','ED I/A OWTS GUIDANCE DOCUMENT PREPARED IN ACCORDANCE(WITH THE J 180 AIR °•.,. -. •a : 1'' •. STAND',RDS FOR "APPROVAL AND MANAGEMENT OF INNOVATIVE AND ALTERNATIVE ON Q L/Mln DUPLEX GFI OUTLET INSTALLED ;X '°X , X `z SITE VIASTEWATER TREATMENT 5YSTEM5." 12. THE Uiil SHALL BE VENTED TO THE ROOF OF THE RESIDENCE BEING SERWED. VENT PIPES 63 GFM IN WEATHERPROOF ENGLOSUIRE WP 5HALI_ EXTEND A MINIMUM OF b"ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL MAG200R HAVE r. MINIMUM HORIZONTAL SEPARATION OF 12" TO THE SLOPED PORTION OF THE ROOF. 120 L/M1n FINISHED GRADE Q 4.2 GFM TYPICAL SLAB DETAIL IN CAST 5 WHERE IT 15 NOT PRACTICAL TO VENT THE SYSTEM TO THE RESIDENCE ROOF,A VENT PIPE MAY BE PIPED TO THE EXTERIOR 51DE OF THE RESIDENCE AND TERMINATES A ENGINEER: MAG80R FUJI CLEAN - ONE LINE DIAGRAM AT ETU BLOWER UNIT MINIMI-'I I OF 18" ABOVE GRADE. THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF 3' SCALE: N.T.S. FROM %IAY WINDOW OR DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE. SO L/MIn NOTE: PROTECT ALL ABOVE AND BELOW GRADE WIRING, •`p, RUN IN PVG CONDUIT,5GH 40,MINIMUM. ALL \;Ef!T PIPES MUST HAVE MINIMUM DIAMETER OF 2". �4,✓ \ -j i. 2.8 CFM MAG60R NO x/� 13. ALL ADAPTORS,RISERS,SAFETY SCREENS,AND LIDS SHALL BE MANUFACTURED BY PVC WELDED JOINT POLYLCK OR EQUAL. CO 40 L/Mln MAG40R MA6f20 M 14. DIRECT BURIAL OF ELEGTRIGAL AND CONTROL WIRES 15 PROHIBITED. ALL WIRES SHALL k PUMP MANUFACTURER PROVIDED A;.' 1.4 GFM MA66OR = GONNEGTION ADAPTER BE ENCASED IN 3/4" MIN 5GH. 40 PVC CONDUIT. r- ° W ALARM EFFLUENT FLOAT TANK WALL 15. THE ONT5 INSTALLER SHALL PROVIDE EITHER A 20-AMP CIRCUIT BREAKER IN51DE THE 0 MAG40R '°tt'8O VISUAL BEACON�\ FLOAT PUMP SWITCH 3/4"PVC CONDUIT DWELI_I!IG MAIN ELEGTRIGAL PANEL OR INSTALL A SUB-PANEL IN AN EASILY ACCE551BLE m2 C1/ SWITCH LOCAI,ON. rsl r o ONSITE WASTEWATER AIR LINE I6. INVERT ELEVATIONS ARE ESTIMATED. THE OWTS INSTALLER SHALL CONFIRM ELEVATIONS �O _1),713 493 � O 5/0.13 10/1.45 15/2.18 20/2.9 25/3.63 30/4/35 35/5.08 TREATMENT SYSTEM PRIOP 10 CONSTRUCTION AND NOTIFY THE DESIGN ENGINEER OF ANY DISGREPANGIE5. A SYSTEM I 11. THE 0HT5 INSTALLER SHALL NOT BACKFILL ANY WORK PRIOR TO INSPECTIONS BY THE - PRESSURE KPa/PSI CONTROLLER � O JEFFREY T. BUTLER, P.E. AND ALARM FLEXIBLE COUPLING ENGINE-1 R AND SGDHS. BUM SEALANT MANUFACTURER 15. ALL IhL=•TERIAL,WORKMANSHIP, INSTALLATION PROCEDURES AND MAINTENANCE OF PRESSED AROUND PROVIDED TANK TRAFFk, SHALL BE PERFORMED BY THE OWT5 INSTALLER. CONTROL PANEL PERIMETER OF FASTEN PANEL TO PENETRATION PROPOSED 'H'FRAME, NEMA 4X TADS IcI. OWTS IH5TALLER SHALL BE RESPONSIBLE FOR ANY AND ALL MARK OUTS FOR ALL J UNDEF EROUND UTILITIES AND SERVICES IN THE AREA AND RELOCATE THEM AS REQUIRED O 5EE DETAIL,TH15 DWG ASSEMBLY DETAIL THROI,CHOUT THE PROJECT PER PREVALENT CODE. • • _ AIR COMPRESSOR NO SCALE 20. FINAL APPROVAL SHALL NOT BE GRANTED UNTIL ALL THE FOLLOWING REQUIREMENTS ARE ENGL05URE WBA5E FULFILLED TO THE SATISFACTION OF THE ENGINEER,5GOPW,AND 5r-DHS. 0 GFI OUTLET�� 21. GONTR/•GTOR SHALL BE RESPONSIBLE FOR GOMPLIANGE WITH FEDERAL,STATE,COUNTY �T AIRLINE TO 3/4"NYLON TUBING ADAPTER--3/4"PVG 50GxNPT MALE AND _0r AL SAFETY CODES. F+i LL < USE NC7 BREAKER�� TREATMENT TANK ANDLOCK HA5HER T 22• NO GCIj 5TRUCTION SHALL COMMENCE UNTIL A PERMIT TO CONSTRUCT A WASTE DISPOSAL -� FROM BUILDING PWR PANEL R15ER WALL PVC,WELDED JOINT 5Y5TP 1 HAS BEEN ISSUED. Z LOCK WASHER 1/2"P/C CONDUIT /4"PVC,H05E BARB 23. OWT5 IH5TALLER TO GOMPAGT AREAS DISTURBED TO q5%PROCTOR DENSITY(36 IN. H�.� q POWER LINE TO FLOAT x NPT FITTING BELOW GRADE, 12 IN. LIFTS MAX). L U ELECTRICAL 24. OWT5 INSTALLER SHALL SUBMIT ALL INSURANCES TO THE OWNER PRIOR TO L AIR LINE FOR ALARM FLOAT WIRE CONDUIT T ' COMMi_IIGEMENT OF WORK. �TC� �- O Z O 1/2"PVC THREADED 3/4"PVG 5OGxNPT DETAIL B 25. OWTS IP!5TALLER WILL BE RESPONSIBLE FOR RESTORATION OF ANY AND ALL DAMAGE TO W^ Z U5E 15A BREAKER O MALE ADAPTER COUPLING' TANK CONNECTION ANY'Tr=UGTURE OR GRADE AS REQUIRED BY AGENCIES HAVING JURISDICTION,AT NO F•-� Lu Q F- O (POWER FOR COMPRE55OR) NOTE: BUTYL SEALANT , , ADDITIONAL COST TO THE OWNER. n/ C BLOWER MUST BE HAND WIRED PRESSED AROUND DETAIL 'A' 3/4,PVC NO 50ALE 26. OWT5 II ISTALLER SHALL EMPLOY ALL SAFETY MEASURES INCLUDING SHEETING AND Q O O MAG 'IOOR II'AIR BLOWER PERIMETER THREADS RISER CONNECTION GONDUI SHORII; TO PROTECT EXISTING STRUCTURES AND PEDESTRIANS. W (�/ C) O Q NO SCALE 21. OWTS Iid5TALLER SHALL VI51T THE SITE,REVIEW ALL CONSTRUCTION DOGUMENT5 PRIOR TO �T� CONNECTION DETAIL - 6'THK P.G.EQUIPMENT SLAB SUBMIT NG THE BID. W � 7- 2b. O - r (SEE DETAIL,THI5 DWG) 28. ONTS 1^ISTALLER SHALL INFORM THE ENGINEER FOR ANY OMISSIONS AND OR F---1 = ~ L�I N CONTROL PANEL AND BLOWER DEFIOLI'161ES AS SOON AS THE OWTS INSTALLER BECOMES AWARE OF IT. ►-n F_ D1 #• O TO BE MOUNTED ON 'H'FRAME OR EQUAL,SEE PTL THI5 DWG 2q. OWTS 1"ISTALLER SHALL COORDINATE THE WORK WITH ALL AUTHORITIES HAVING r�TD� _ N - - NO SCALE �' 30. OWT5JURISIII TALLER SHALL VERIFY ALL FIELD CONDITIONS AND DIMEN5ION5 PRIOR To h-ti N 4" INLET PIPE PROVIDING BID PROPOSAL. `Q O -- - ISE 31 - Oj R(TYP) . OWTS IPi5TALLER SHALL BE RESPONSIBLE FOR FIELD FIT AND QUALITY OF WORK m J O ---------- - __ 5AT15r=•CTORY TO SGDPW,SGDHS,AND THE ENGINEER. NO ALLOWANCE SHALL BE MADE O N O - Air Blower shall be: FLEXIBLE �� `�� Ile /� �� 4"OUTLET PIPE ON BEI{ALF OF ANY ERROR OR NEGLECT ON THE PART OF THE CONTRACTOR 4LL ✓ in as close proximity to control panel)as pOsslbl� GDUPLING� / \ / \ / \ 32. OWTS It15TALLER SHALL NOTIFY THE SGDHS 48 HOURS PRIOR To THE INSPECTION. � PROPOSED BLOWER I I MODEL No.MAC 150RII/200II ✓ on a solid (e.g. concrete) pad to minimTize vibrations I i i ✓ in a location above water level \\ // \\ / -.J / 1 H LL / Z LL O Z ✓ away from grease exhaust fans. �`r� �` �i / �� i OFLEXIBLE www,dignetnycli.com or m Alarm Panel shall be: ✓ away from bedroom windows and other locations where a ` ,A, COUPLING ,i of NEW YORK CITY www,ca11811.com V1 &LONG ISLAND (for otherstates) Z Q ✓ in a well ventilated area as operational sounds(although minimal) may be nuisance ; O 7 Q dry and protected from ✓ In a location that allows unencumbered access for -� 800-272-4480 811 v elements as possible inspection and maintenance activity ✓ in as close of proximity to ✓ with proper electrical grounding SEE DETAIL "A"FOR-/ SEE DETAIL "B"FOR I= W THROUGH TANK he law,excavators and contractors working in For safety reasons,homeowners are strongly . FujiMAC Blower as possible ✓ with wiring and electrical connections made by licensed THROUGH RISER CONNECTION v GNTRL lY the live boroughs of New York City and Nassau encouraged to call as well when planning any /v w PANEL d CONNECTION DETAILS and Suffolk Counties on Long Island must type of digging on their property. ✓ wired by qualified electrician. w conl,actDigNe1,1-800-272-4480 or 811,at least Homeowners can contact us directly at with no objects on top of electrical cord. 4S hours but no more than 10 working days 1-800-272-4480 or by calling 811,the electrician ✓ (ex,.luding weekends and legal holidays)prior national call before you dig number.For ✓ in a location that allows ✓ in a well-ventilated space out of direct sunlight and to beginning any mechanized digging or excavation work completed on personal OI FLEXIBLE GOUPLIN6 MEETING A5TM Gg23 STANDARD BLOWER m r�xcavation work to ensure underground lines property, unencumbered access for protected from elements such as direct rain or snowfall. itisttheho eowns p EQUAL 70 FERNGO WITH STAINLESS STEEL BANDS PROPOSED P.G.PAD, a:��marked.Excavators and conlractorscan responsibility--NOTthehomeowner's-to inspection and maintenance ✓ Hardwired to power in states and jurisdictions that require SEE DETAIL THI5 DWG �3l:;osubmit locate requests online,through contact DigNet.Having utility lines marked 2O SEALANT MEETING ASTM CggO 5TANDARD5 EQUAL ITIC.If you do not currently use]TIC,please prior to digging is free of charge. 3 activity a hardwired connection. TOCON5EAL65-101 BUM SEALANT c.ill 1-800-524-7603 for more information. of SCDHS SET